176
Development of a Hydraulic Robot for Tunnel Drilling - Manipulator Kinematics and Tracking Control A Thesis Submitted to the Faculty of Graduate Studies in Partial Fulfillment of the Requirements for the Degree of Doctor of Philosophy in the Department of Mechanical Engineering University of Saskatchewan by George Guozhen Zhong Saskatoon, Saskatchewan July, I995 The author claims copyright. Use shall not be made of the material contained herein without proper acknowledgment, as indicated on the following page.

Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

  • Upload
    others

  • View
    2

  • Download
    0

Embed Size (px)

Citation preview

Page 1: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

Development of a Hydraulic Robot for Tunnel Drilling - Manipulator Kinematics and Tracking Control

A Thesis

Submitted to the Faculty of Graduate Studies

in Partial Fulfillment of the Requirements

for the Degree of

Doctor of Philosophy

in the Department of Mechanical Engineering

University of Saskatchewan

by

George Guozhen Zhong

Saskatoon, Saskatchewan

July, I995

The author claims copyright. Use shall not be made of the material contained herein

without proper acknowledgment, as indicated on the following page.

Page 2: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

National Library 191 of Canada Bibliothgque nationale du Canada

Acquisitions and Acquisitions et Bibliographic Services services bibliographiques

395 Wellington Street 395, rue Wellington Ottawa ON KIA ON4 OttawaON K l A O N 4 Canada Canada

The author has granted a non- exclusive licence allowing the National Library of Canada to reproduce, loan, distribute or sell copies of this thesis in microform, paper or electronic formats.

The author retains ownership of the copyright in this thesis. Neither the thesis nor substantial extracts fkom it may be printed or otheMise reproduced without the author's permission.

Your rYe Vorre rrifemna

Our tile Norre rdfBrencB

L'auteur a accorde m e licence non exclusive permettant a la Bibliotheque nationale du Canada de reproduire, preter, distnbuer ou vendre des copies de cette these sous la forme de microfiche/film7 de reproduction sur papier ou sur format electronique .

L'auteur conserve la propriete du droit d7auteur qui protege cette these. Ni la these ni des extraits substantiels de celle-ci ne doivent &re imprimes ou autrement reproduits sans son autorisation.

Page 3: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

UNIVERSITY OF SASKATCHEWAN

College of Graduate Studies and Research

SUMMARY OF DISSERTATION

Submitted in partial fblfillment

of the requiremenm for the

DEGREE OF DOCTOR OF PHILOSOPHY

by

George Guozhen Zhong

Department of Mechanical Engineering

University of Saskatchewan

Spring of I996

Examining Committee:

Dr. E. Salt C e a n ' s Designate, Chair ColIege of Graduate Studies and Research

Dr. P. N. Nikiforuk Co-supervisor, Department of Mechanical Engineering

Dr. P. R. Ukrainetz Co-supervisor, Department of Mechanical Engineering

Dr. J. N. Wilson Department of Mechanical Engineering

Dr. G. J. Schoenau Department of Mechanical Engineering

Dr. R. T. Burton Department of Mechanical Engineering

Dr. D. I. Norum Department of Agricultural and Bioresource Engineering

External Examiner:

Dr. N. Sepheri Department of Mechanical and Industrial Engineering University of Manitoba 15 Gillson Street Winnipeg, MB R3T 5V6

Page 4: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

Development of a Hydraulic Robot for Tunnel Drilling

- Manipulator Kinematics and Tracking Control

The purpose of the research described in this thesis was to contribute to the

analytical and experimental development of a new hydraulic tunnel drilling robot which

could be used to replace the present tedious, but highly skilled manual operations, which

must be carried out in dusty, damp, noisy and often dangerous conditions. In this research,

three separate but related investigations were carried out by the author to improve the

precision and speed of positioning the hydraulic robot and to reduce its cost. The first

investigation was the determination of the kinematics of a new positioning mechanism

which has a tripod arrangement of hydraulic cylinders to improve the positioning stiffness

of the robot manipulator. The second investigation was the developrnent and

implementation of an optimal tracking control algorithm to improve the precision of the

manipulator tracking. The third investigation was the design of a tracking control

hydraulic system using a low cost stepping motor driven proportional valve incorporating

a pressure compensator to stabilize the flow gain of the valve and automaticalIy

compensate for the load disturbances. The design considerations. theoretical analysis,

(including the derivation and solution of the inverse kinematics problem) and experimental

testing which were related to these three investigations are presented in this thesis.

A kinematics model of the drilling robot manipulator was first established by

deriving the homogeneous transformation matrices for describing the relationship between

the links of the robot manipulator and its work space. A combination of analytical and

numerical methods were then used to solve the inverse kinematics problem of the drilling

robot manipulator. A three dimensional simulation was then developed to verifL the

validity of the solution of the inverse kinematics problem.

Page 5: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

To implement an optimal tracking control algorithm, the dynamics of an

experimental hydraulic robot were analyzed and a multiple input fifth order discrete state

space model was established for the pitch control hydraulic system of the robot. An

optimal tracking control algorithm was then derived and experimentally implemented to

improve the tracking precision and positioning speed of the pitch control system of the

hydraulic robot. The design of the controller was based on the dynamic model of the

hydraulic robot and the optimal tracking control algorithm. A Kalman filter was designed

for o b s e ~ n g the state variables of the system. System identification was carried out using

a triangle pulse input method that was developed to estimate the parameters of the

tracking control system. This method was faster and caused less disturbance to the

positioning mechanism than the sine wave and the random signal methods. It also had the

advantage of being able to estimate the parameters of the system for both directions of

motion of the actuator.

A hydraulic circuit, which used a stepping motor driven valve incorporating a

pressure compensator to stabilize the flow gain of the valve and which automatically

compensated for the load disturbances, was designed and tested in the pitch optimal

tracking control system. The comparison of this hydraulic circuit with one using a

conventional proportional valve showed that the former improved the tracking

performance significantly under large load disturbances and could successfblly be used in

the robot optimal tracking control system for tracking the given trajectories of

displacement, velocity, and acceleration.

Page 6: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

The author has agreed that the library, University of Saskatchewan may make this

thesis tieely available for inspection. Moreover, the author has agreed that permission for

extensive copying of this thesis for scholarly purposes may be granted by the professors

who supervised the thesis work recorded herein or, in their absence, by the Head of the

Department or Dean of the College in which this thesis work was done. It is understood

that due recognition will be given to the author of this thesis and the University of

Saskatchewan in any use of the material in this thesis. Copying o r publication o r any other

use of the material in this thesis for financid gain without approval by the University of

Saskatchewan and the author's written permission is prohibited.

Requests for permission to copy or to make any other use of the material in this

thesis in whole o r in part should be addressed to:

Head of the Department of Mechanical Engineering

University of Saskatchewan

Saskatoon, Saskatchewan

Canada S7N OW0

Page 7: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

ACKNOWLEDGMENT

The author wishes to express his gratitude to his co-supervisors Dr. P.N. Nikiforuk

and Dr. P.R. Ukrainetz for their invaluable guidance, advice and encouragement

throughout his graduate studies and research, the development of this project, and the

preparation of this thesis. The technical assistance of Mr. A. Dixon and Mr. D.V. Bitner is

also gratefully acknowledged.

The author also wishes to express his gratitude to Dr. R.T. Burton, Dr. G.J.

Schoenau and Dr. D.I. Norum, members of his advisory committee. for their valuable

comments and suggestions throughout the research and the development of this project.

The author would like to take this opportunity to thank the University of

Saskatchewan and the Department of Mechanical Engineering for supporting him through

scholarships which assisted him in completing his Ph.D. studies and research.

The author would also likc to thank his former colleagues, Dr. Yang Xiangbi. Dr.

Xia Jishun. Sr. Engineer Chcn Zenan. Mr. He Qinghua. Engineer Yan Xiancai and Lab

Assistant Liu Shuncheng. in the Hydraulic Drilling Equipment Group. Mechanical

Research Center of the Central-South University of Technology. P.R. China, for their

valuable collaborations during his mrly design and research work in the 1980's on

hydraulic drilling robots.

Page 8: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

... 111

ABSTRACT

The purpose of the research described in this thesis was to contribute to the

analytical and experimental development of a new hydraulic tunnel drilling robot which

could be used to replace the present tedious, but highly skilled manual operations, which

must be carried out in dusty, damp, noisy and often dangerous conditions. In this research,

three separate but related investigations were carried out by the author to improve the

precision and speed of positioning the hydraulic robot and to reduce its cost. The first

investigation was the determination of the kinematics of a new positioning mechanism

which has a tripod arrangement of hydraulic cylinders to improve the positioning stiffness

of the robot manipulator. The second investigation was the development and

implementation of an optimal tracking control algorithm to improve the precision of the

manipulator tracking. The third investigation was the design of a tracking control

hydraulic system using a low cost stepping motor driven proportional valve incorporating

a pressure compensator to stabilize the flow gain of the valve and automatically

compensate for the load disturbances. The design considerations, theoretical analysis,

(including the derivation and solution of the inverse kinematics problem) and experimental

testing which were related to these three investigations are presented in this thesis.

A kinematics model of the drilling robot manipulator was first established by

deriving the homogeneous transformation matrices for describing the relationship between

the links of the robot manipulator and its work space. A combination of analytical and

numerical methods were then used to solve the inverse kinematics problem of the drilling

robot manipulator. A three dimensional simulation was then developed to verify the

validity of the solution of the inverse kinematics problem.

Page 9: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

T o implement an optimal tracking control algorithm, the dynamics of an

experimental hydraulic robot were analyzed and a multiple input fifth order discrete state

space model was established for the pitch control hydraulic system of the robot. An

optimal tracking control algorithm was then derived and experimentally implemented t o

improve the tracking precision and positioning speed of the pitch control system of the

hydraulic robot. The design of the controller was based on the dynamic model of the

hydraulic robot and the optimal tracking control algorithm. A KaIman filter was designed

for observing the state variables of the system. System identification was carried out using

a triangle pulse input method that was developed to estimate the parameters of the

tracking control system. This method was faster and caused less disturbance to the

positioning mechanism than the sine wave and the random signal methods. It also had the

advantage of being able to estimate the parameters of the system for both directions o f

motion o f the actuator.

A hydraulic circuit, which used a stepping motor driven valve incorporating a

pressure compensator to stabilize the flow gain of the valve and which automatically

compensated for the load disturbances, was designed and tested in the pitch optimal

tracking control system. The comparison o f this hydraulic circuit with one using a

conventional proportional vdve showed that the former improved the tracking

performance significantly under large load disturbances and could successfblly be used in

the robot optimal tracking control system for tracking the given trajectories o f

displacement, velocity, and acceleration.

Key words :

hydraulic rock drilling rig, robotic kinematics, optimal tracking control, system identification.

Page 10: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

v

TABLE OF CONTENTS

Page . . .................................................................................. ACKNOWLEDGMENT 11

TABLE OF CONTENTS ................................................................... v

LIST OF FIGURES .......................................................................................... ix

NOMENCLATURE ....................................................................................... xiv

.............................................................................. 1 . INTRODUCTION 1

1 . 1 Tunnelling and Drilling ............................................................................. 1

........................................................ . I 2 Development o f Tunnel Drilling Rigs 3

1.3 Purpose and Main Scope of the Study ...................................................... 9

.............. MANIPULATOR KINEMATICS ...................................... 12

2.1 Introduction ........................................................................................... 12

2.2 Notations ............................................................................................... 13

2.3 Coordinate Frames ................................................................................. 13

2.3.1 Link Coordinate Frames (0) . (9) .............................................. 13

................... ....................... 2.3.2 Work Face Coordinate Frame (S) ... 13

........................................ 2.3 -3 Base Reference Coordinate Frames ( B ) 15

2.3.4 Tool Coordinate Frame { T) .................................................... 16

......................... 2.3.5 Goal Coordinate Frame {G) ....................... .... 16

2.4 Kinematics Modeling ........................................................................... 17

Page 11: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur
Page 12: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

vii

.............................................................................. 3.6 Conclusions Remarks 87

4 . PARAMETER ESTIMATION .................................................................. 94

................................................................................................... 4.1 General 94

4.2 Triangle-Pulse Response of the System ................................................... 99

................. 4.3 Non-Linear Least-Squares Method for Parameter Estimation 102

4.4 Experimental Testing and Data Processing ............................................ 107

......... 5 . DISCUSSION. CONCLUSIONS AND RECOMMENDATIONS 116

.................................................................. 5.1 Summaries and Conclusions 116

................................................................ 5.1.1 Manipulator Kinematics 117

............................................................. 5.1.2 Optimal Tracking Control 118

5.1.3 Hydraulic System and Experimental Testing ................................. 119

.................................................................. 5.1.4 Parameter Estimation 1 2 1

............................................................... 5.2 Suggestions for Future Work -121

LIST OF REFERENCES ............................................................................. 125

APPENDIX A DERIVATION OF TRANSFORMATION

MATRICES ......................................................................... A1

APPENDIX B CODE OF SIMULATION PROGRAM FOR

Page 13: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

APPENDIX B CODE OF SIMULATION PROGRAM FOR

OPTIMAL TRACKING CONTROL ......-..- ......... ..., ..... . B 1

APPENDIX C CODE OF PROGRAM FOR SYSTEM

TIDENTIFICATXON *- ...... ....*..*....*......*...............*..*-..... ..*..... Cl

Page 14: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

LIST OF FIGURES

Figures

......................................................................................... A drilling pattern 2

A contemporary drilling rig in the 1930's ..................................................... 4

................................................................... A 3-boom hydraulic drilling rig 6

............................................................ Drilling boom in tripod arrangement 7

................. Link coordinate frames assigned to the hydraulic drilling boom 14

Hydraulic drilling boom and its motion space ........................... ... ....... 15

......................................................................... Tunnelling in goal frame 1 34

........................................................................ Tunnelling in god Frame 3 35

Turnerling in god frame 5 ......................................................................... 36

................................. Tunnelling in goal Frame 7 ................................... .... 37

Roof drilling in goal frame 1 ...................................................................... 38

. . . ...................................................................... Roof dnllmg In god frame 2 39

Roof drilling in goal h e 3 ...................................................................... 40

2.10 Roof drilling in goal frame 8 ...................................................................... 41

........................... Schematic of the mechanisms of the experimental robot 48

.......................................................... Pitch angle hydraulic control system 49

Schematic of operation of the pitch angle control .............................. ..................................... actuator and valve for u > 0 ... 5 5

Block diagram of the valve ...................................................................... 56

....... ...................... The block diagram of the tracking control system ... 58

Page 15: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

3.6a The equivalent block diagram of the tracking control system .................... .. 59

3.6b Simplified block diagram of the tracking control system ............................ 60

3.7 Block diagram of the optimal tracking control system ............................... 65

3.8 Displacement simulation curves with the flow gain, Kv, of the v d v e varying S O % f?om the base values .......... .................... .... .-. . . 72

3.9 Velocity simulation curves with the flow gain, Kv, of the valve varying k20% from the base values ................................. ... .-.. . . . . . . . 72

3.10 Acceleration simulation curves with the flow gain, Kv. of the valve varying e 0 % fiom the base values .................................. . . . . . . . . . . 73

3.1 1 Displacement simulation curves with the time constant, T,. of the valve varying &20% fiom the base values ............................................... 73

3.12 Velocity simulation curves with the time constant. T, . of the valve varying f l 0 % fiom the base values ........................ ................ . 74

3.13 Acceleration simulation curves with the time constant. c. of the valve varying -0% fiom the base values . . ... ...................... . . . ... . . . . . . . . . . . ..... 74

3.14 Displacement simulation curves with the natural frequency, o . of the valve varying f20% from the base values ............................... ... .. . . .. . . . . . . . 75

3.15 Velocity simulation curves with the natural frequency, o . of the valve varying G O % fiom the base values .................................................. 75

3.16 Acceleration simulation curves with the natural frequency, o . of the valve varying f 2 O % fiom the base values .. ................ ..... ........ . ... . . . . . . 76

3.17 Displacement simulation curves with the damping coefficient, 6. of the valve varying +20% from the base values . . .. .. . . . . . .. .. .. . . . .. ... .. .. .. . . . . . . . . . . . . . 76

3.18 Velocity simulation curves with the damping coefficient, 6. of the valve varying +20% from the base values . . .. .. . ... . .. . .. .... ..... . .. . .. . . . . . .. . . . . . . . . 77

3.19 Acceleration simulation curves with the damping coefficient, 6. of the valve varying f20% from the base values . ................. ............-...- ... ..- ......... 77

Page 16: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

............................................................................. 3 -20 The robotic test system 79

.............................. 3.2 1 Experimental hydraulic circuit for pitch piston control 80

........................................................................... Displacement test curves 82

................................................................................... Velocity test curves 83

............................................................................ Acceleration test curves 83

Pressure test curves ................................................................................. 84

Displacement test curves when accumulator was shut off .......................... 84

Velocity test curves when accumulator was shut off ............................... ... 85

Acceleration test curves when accumulator was shut off ............................ 85

Pressure test curves when accumulator was shut off .................................. 86

.................. Displacement test curves for analog propcrtional valve system 88

Velocity test curves for analog proportional valve system .......................... 88

Acceleration test curves for analog proportional valve system ................... 89

Pressure test curves for analog proportional valve system ....................... ... 89

Test results of proportional control when proportional

gain = 10 and when the robot boom was raised ....................................... 90

Test results of proportional control when proportional

gain = 10 and when the robot boom was lowered ...................................... 91

Test results of proportional control when proportional

........................................ gain = 5 and when the robot boom was lowered 92

The signal transformation through the digital control system incortlorating; a ste~oing motor driven ~ro~ortional valve ......................... 100

Page 17: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

4.2 The triangle pulse response of the system when the robot boom had a minimum length and was raised ...................................................... -109

4.3 The triangle pulse response of the system when the robot boom had a minimum length and was lowered .................................................... 110

4.4 The triangle pulse response of the system when the robot boom had a maximum length and was raised ...................................................... 111

4.5 The triangle pulse response of the system when the robot boom had a maximum length and was lowered ................................................... 112

Page 18: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

Slll

LIST OF TABLES

Tables Page

Parameters of work space ( T,, and Tm ) for fonvard drilling . . . . . . . . . . . . . . . . . . .30

.................................. Parameters of given goal frames for forward drilling 31

Joint coordinates corresponding to the given goal frames for forward drilling ............................................................................... 31

Parameters of work space ( T,, and Tm ) for roof drilling ......................... 32

Parameters of given goal frames for roof drilling ....................................... 3 2

Joint coordinates corresponding to the given goal fiames ......................................................................................... for roof drilling 33

......... Matrices TosG and ToSG corresponding to Pose 7 for forward drilling 33

The base values of the parameters ............................................................. 71

Program run when the robot boom had a minimum length ......................................................................................... and was raised - 1 13

Program run when the robot boom had a minimum length and was lowered ...................................................................................... 1 13

Program run when the robot boom had a maximum length and was raised ......................................................................................... - 1 14

Program run when the robot boom had a maximum length and was lowered ...................................................................................... 1 14

The results of parameter estimation .......................................................... 1 15

Page 19: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

NOMENCLATURE

Notations for Chapter 2 (Manipulator Kinematics):

ROTw (or :ROT)

Si

Subscript k €[O,n]

Superscript T

Tw (or 7)

coordinate fiames assigned to the links of the boom base reference fiame goal frame work face fiame tool fiame

i [I, 2, ... 71, rotation angles ofjoints (All of the angles are measured according to the right hand rule with respect to the corresponding coordinate axes.)

denote X-Y-Z Euler angles

denotes cos(Ai)

denotes an axis of the coordinate frame u, where K E [X, Y, Z]

denotes distance of a parallel translation dong Ku

denotes distance from the origin of (u) to the origin of (v)

denotes a rotation transformation about K, by A , where A represents an angle

denotes a rotation transformation fiom {u) to {v)

denotes sin(Ai )

refers to sampling sequence number

refers to transpose of matrix

4 by 4 matrix, denotes a homogeneous transformation from (u) to (v), also denotes the position and orientation of {vJ with respect t o w

4 by 4 matrix, denotes a homogeneous transformation from {u) to

( ~ 1 to (4

denotes a parallel translation along K, for LKu

Page 20: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

u denotes a coordinate frame, u E [O, 1,...9, B, S, T, GI

uv (or UVW) denotes two (or three) coordinate fiarnes being considered, u orv orw E [O, 1 ,... 9, B, S, T, GI

~ Y , z ] denote Cartesian coordinates (coordinate components)

Notations for the other Chapters except Chapter 2:

area of piston area of piston on rod side viscous fiiction force coefficient z E [I, 2ldriving force of ith actuator effective load of pitch piston gravitational acceleration unit matrix i E [0, n - I] performance index i E [l, 21 inertia momentum of links kinematic energy flow gain of valve overall flow gain of valve flow coefficients of actuator exhaust port i E [ I , 31 geometric dimensions i E [l, 31, length of I, at operating point geometric dimensions length of I, at operating point i E [I, 31 masses of links and load effective mass of pitch piston symmetric positive semidefinite matrix gravitational potential energy supply pressure pressure in the chamber of actuator pressure in return line symmetric positive semidefinite matrix flow rate out fkom the actuator flow rate out fiom the valve reference input vector symmetric positive semedefinite matrix, /R, I > 0 for all k Laplace operator

Page 21: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

sampling time time constant of the valve control signal volume of P; chamber of actuator volume of tube vector of state space variables i tz [ 1,5] state space variables displacement of pitch piston

displacement of pitch piston at operating point displacement of extension piston displacement of extension piston at an operating point

estimated vector of state space variables output vector effective bulk modulus of oil in the actuator effective bulk modulus of oil in the tube damping coefficient angular displacement of the link geometric dimensions effective natural frequency of the actuator

Page 22: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

1 INTRODUCTION

1.1 Tunnelling and Drilling

Turnelling is involved in a number of engineering applications, such as mining, hydro

power, oil storage, waste disposal, and road and railway construction in mountainous

areas. One of the most efficient methods for driving tunnels in hard rock is by drilling and

blasting. A typical work cycle includes the following five processes [I]:

1) Drilling holes into the rock face according to given patterns.

2) Placing explosives in the holes and blasting.

3) Ventilation.

4) Mucking (removing and transporting rock from the face to outside of the tunne

5) Ground support (concrete lining or timbering).

Drilling rigs (or jumbos) have been widely used for driving tunnels. The basic requirement

of a drilling rig is to move the drills to the work face, to hold the drills in given positions

and orientations according to a predetermined drilling pattern, and to drill the holes. The

drilling patterns specify the positions and orientations of the holes in the face so as to

obtain the desired contour of the tunnel (assuming that the explosives are utilized

efficiently). Depending on the size of the tunnel and the properties of the rock and the

explosives, the drilling pattern may specify the positions and orientations of dozens or

even hundreds of holes in the face. Figure 1.1 shows an example of a drilling pattern. The

top of the Figure shows the position of holes on a work face ( a cross section of a tunnel).

The bottom shows the depth and the orientation of the holes. After the holes are drilled

into the face, the explosives are placed in the holes for blasting so as to break the rock.

Usually, each cycle advances the tunnel 3 to 5 meters and the cross section of the tunnel

after blasting is larger than the desired contour. The blasting which breaks the rock outside

of the specified contour is called overbreak. It is obvious that an excessive overbreak is

not desired because it will increase the amount of mucking and ground support needed.

Page 23: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

Figure 1.1 A drilling pattern.

The numbers on the face show blasting sequence of the holes.

Page 24: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

Two of the most important factors which concern tunnelling engineers are cost and

time. It would be of great advantage if the drilling was precise because this would result in

effective blasting, thus reducing overbreak of rock [2] and the cost of the ground support

(concrete lining or timbering the roof and walls of the tunnel to prevent rock fall). The

cost is especially significantly reduced by improving the precision of drilling in those

situations where concrete Iining is necessary because reducing the overbreak of rock

means reducing the quantity of concrete for the filling. Since the drilling process takes up

most of the cycle, it is evident why reducing the time to position the drill and the drilling

process is important in tunnel construction.

1.2 Development of Tunnel Drilling Rigs

Drilling rigs have been used in tunnel construction in the USA since the 1930s. Figure

1.2 shows a tunnel drilling rig used in the early days [I]. The drilling rigs were mounted o n

a flat car running on the muck track. Folding scaffolding at convenient levels provided

platforms for reaching the face. The drills were mounted on bars or columns permanently

attached to the front of the rig. Some of these bars or columns were fitted with jacks in

their outer ends, and when the car was run up to the face, it was held in position by

jacking against the walls, roof, and floor.

The first significant change to affect drilling rigs was the introduction of the hydraulic

percussion hammer in the early 1970s. This hammer started to replace the old pneumatic

drills. These hydraulic drills had significant higher penetration rates than their pneumatic

counterparts and consumed less energy per meter drilled [3]. As well, they greatly

improved the environmental conditions at the rock face. However, because these hydraulic

systems were prone to fail if dust got into the system, special precautions had to be taken,

including the use of dust-free workshops for maintenance. Although hydraulic drills cost

Page 25: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

Figure 1.2 A drilling rig in the 1930s, carrying 32 drills, mounted on a

truck chassis at a Boulder Dam diversion tunnel.

Page 26: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

more than pneumatic drills, experience showed that the former were more economical in

the long run.

Hydraulic drilling rigs and drills experienced rapid development and found a variety

of applications in the 1980s. Figure 1.3 shows a contemporary 3-boom hydraulic drilling

rig manufactured in the mid 1980s by a Danish company called TAMROCK- Compared to

the older drilling rigs, it was more compact and flexible, required fewer operators, and the

work environment of the operators was greatly improved by providing a sealed operator

compartment. Almost at the same time a Swedish company, Atlas-Copco, developed new

drilling rigs equipped with BUT 30 series drilling booms. The improved features of this

type of drilling boom were due to the tripod arrangement of the cylinders [4] (the

actuators of the boom positioning mechanisms), as shown in Figure 1.4, which made it

more compact than any other arrangement (such as the arrangement shown in Figure 1.3)

and provided improved positioning stiffness and stability which are necessary for

improving the drilling precision.

Although hydraulic drilling rips are superior to their pneumatic counterparts, skilled

operators have to manipulate up to 8 valves to determine the position and orientation of

the drilling rods to complete a drilling task. Usually. each boom needs one operator to

manipulate it and an additional worker is needed at the front end of the drilling rod to

indicate the position of the drill h a d (using gestures) to those who operate the control

valves for the hydraulic actuators of the drilling booms. This is especially necessary for

contour holes since the precision of the drilling has great influence on the overbreak of the

tunnel rock and so on the cost of the tunnel lining.

The development ol computer controlled drilling rigs started in the early 1970s.

almost at the same time when hydraulic drills were introduced. However, this development

Page 27: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

Figure 1.3 A contemporary j-boom hydraulic drilling rig.

Page 28: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

rock drill drill rod feed cradle feed extra-tilt cylinder

/ feed

/ feed extension cylinder

roll-over mechanism

boom lift and swing cylinders

feed tilt and swing cylinders

boom

Figure 1.4 Drilling boom in tripod arrangement.

Page 29: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

was much slower than that of the conventional hydraulic rigs because of high initial cost

and because of difficulties due to the severe environment in which the computer control

systems had to operate.

In the early 1980s experimental field test results of prototypes of computer controlled

tunnel drilling rigs were reported by Kristen Dahl [ 5 ] and Tohru Mashimo [6] . In these

articles the authors summarized the motivations for the development of computer

controlled drilling rigs and presented experimental test results of prototypes which had

been developed in Norway and Japan.

The reasons for developing the computer controlled automatic drilling rigs have been

summarized as follows [5, 61. First, although a detailed drilling and blasting plan may be

provided, the operators often make their own drilling patterns which they believe are even

better, although they may be quite different from the official one and also different in the

position and number of holes from gang to gang. Second, contour holes have often been

placed at random whereby they, together with overloading, have unnecessarily increased

the overbreak. The direct cost of overbreak is limited, but its effect on ground stability can

result in high extra costs. If the tunnel has to be concrete lined, for example, the total

overbreak volume has to be replaced with concrete. Third, on multi-boom rigs, one of the

booms is often idle while the operator attends to some other problem. As well, the time

spent moving from one hole to the next depends very much on the skill of the operator.

This greatly influences the total drilling time. Fourth, the penetration rate of the drilling

hammers depends very much on the material being penetrated and on the adjustment of

parameters such as percussive energy, feed pressure, rotation speed, etc. For optimum

penetration, the hammer parameters must be under constant surveillance and modification,

which is almost impossible to do manually. Hammers fiequently work, therefore, far from

their optimum conditions.

Page 30: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

The performance of the prototypes reported by Dahl and Mashimo was satisfactory

in that the equipment worked reliably in the adverse environmental conditions

encountered in tunnelling. Improvements in operational performance and drilling precision

were demonstrated. Maintenance of the booms and associated parts was greatly reduced

due to the smoother action of the computer controlled drilling rigs. In particular, the

results reported by Mashimo showed that the average boom positioning time was about 10

to 15 seconds for the automatic drilling rigs compared to about 1 minute for manual ones.

In addition, the positioning precision was such that the maximum error of the hole position

was less than 20 mm which is equal to the lowest values in ordinary tunnelling [Z].

1.3 Purpose and Main Scope of the Study

As stated in the preceding section, satisfactory field test results of computer

controlled prototype drilling rigs were reported by Dahl [ 5 ] and Mashimo [6 ] , but the

development of the tunnel drilling robots is only beginning. Two areas of research which

would result in improved performance of the dri!ling robot were identified by the author of

this thesis. First, rapid developments in computational technology have made it possible to

use low cost high speed computers to construct control systems for implementing more

sophisticated control algorithms. If employed, this would improve the tracking precision,

reduce the processing time, and minimize the need for human operation. Second, although

a new arrangement of the drilling boom (the tripod arrangement) has been developed by

Atlas-Copco and proved in field tests to be more stiff and stable for boom positioning [4],

a kinematics model must be derived before it can be properly controlled by a computer

system. Studies related to these two research areas (the optimal tracking control and the

kinematics modeling) were considered by the author to be essential to the development of

a new advanced drilling robot. The main scope of the research reported in this thesis

includes the studies of the manipulator kinematics and the optimal tracking control of the

Page 31: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

hydraulic robot.

The research on manipulator kinematics dealt with the kinematics modeling of an

eight-degrees-of-freedom drilling robot which has a tripod arrangement. The objective of

this part of study was to obtain a kinematics model for this type of drilling robot and to

solve the inverse kinematics problem so that for a given motion trajectory of the drilling

tool the corresponding motion trajectories of every joints of the drilling robot can be

uniquely determined. The research focused on developing a method for solving the

problem of the inverse kinematics and developing a graphic simulation method for

verifLing the correctness of the solutions of the inverse kinematics problem. This is one of

the most important and essential work in development of the new drilling robot because

the solutions of the inverse problem provide data which are necessary for trajectory

generation, motion planning, and the tracking control of the drilling robot.

The research on robot tracking control focused on the design and experimental

testing of an electro-hydraulic system employing a stepping motor driven proportional

valve which incorporated a pressure compensator to stabilize the flow gain of the valve

and automatically compensated for the toad disturbance caused by the compIex link

dynamic coupling of the hydraulic robot. The objectives of this part of the study were:

1) To investigate the feasibility of using this type of less expensive and more rugged

vdve instead of more expensive and more fragile alternatives, such as servo-valves, for

this application;

2) To investigate the feasibility of implementing an optimal tracking algorithm in this

electro-hydraulic system for the control of an experimental hydraulic robot to track given

Page 32: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

trajectories of displacement, velocity, and acceleration. The techniques associated with the

implementations of an optimal tracking contro1 algorithm and a system identification

algorithm for this particular application were to be developed.

The research on robot tracking control included the following main topics:

1) Design of the electro-hydraulic circuit which included stepping motor driven

proportional valves for the robot tracking control system.

2) Modeling the dynamics of the tracking control system.

3) Computer simulation and analysis of the tracking control system to determine the

influence of variations in the parameters on the performance of the tracking control

system.

4) Analyzing the effect of the link dynamic coupling and load disturbances on the

performance of the tracking control system.

5) Determining the system impulse response and implementing the nonlinear least-

square method for the system parameter estimation.

6) Investigating the feasibility of different control algorithms which include optimal

tracking control, proportional control and adaptive control.

Page 33: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

2 MANIPULATOR KINEMATICS

2.1 Introduction

Advanced drilling robots require stable positioning mechanisms to improve

positioning stiffness and accuracy of the drilling robot manipulator, of the type shown in

Figure 1.4. This chilling boom has eight degrees-of-freedom, a tripod arrangement of

hydraulic cylinders, and thus a higher positioning stiffness and greater stability under heavy

loads than other arrangements [4]. In order to use this type of drilling boom arrangement

to improve the performance of a new advanced drilling robot. its manipulator kinematics

must be determined to provide information for computer aided design and control of the

drilling robot. The solution of the inverse kinematics (discussed in Section 2.5 of thls

Chapter) then provides the tools and data which are essential necessary for motion

planning, trajectory generation, and the tracking control of the drilling robot.

In this research, the coordinate frames (or coordinate systems) and the homogeneous

transformation matrices were established to describe the positions and orientations of the

drilling boom and its links in the motion space. A combination of an analytical and a

numerical algorithm was then used to solve the inverse kinematics problem. Usually, the

solution of the inverse kinematics probIem is not unique [7, 81, but using this algorithm

and the spatial coordinate constraints for this particular application, a unique solution (a

set of the joint coordinates) corresponding to an arbitrary given position and orientation of

the end effector (drilling tool) were determined [9]. The motion trajectories of the

actuators (hydraulic pistons) can be generated based on the sets of the joint coordinates,

(determined as the solution of the inverse kinematics problem,) with respect to a desired

motion path of the end effector.

Page 34: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

2 -2 Notations

In developing a kinematics model, various notations have been used for describing

the coordinate fiames, transformations, and structural parameters of the drilling boom, and

are given in the NOMENCLATURE of this thesis.

2 -3 Coordinate Frames

As shown in Figures 2.1 and 2.2, a set of coordinate frames was established and

assigned to the drilling boom, using the Denavit-Hartenberg representation [lo, 111, to

describe the position and orientation of the drilling boom in the motion space. A detailed

description of the coordinate frames follows.

2.3.1 Link Coordinate Frames (0) - (9)

Frames (0) - (9) were assigned to the links of the drilling boom. The first, (01, was

assigned to the base (the boom support plate) and fixed when the drilling rig was located

in fiont of the work face. The fiames ( I ) - (9) were assigned to the links with the axes

Zi coinciding with the axes of the rotational joints between the adjacent links. The

dimensions and geometrical points of each Iink were initially described in the link's own

coordinate fiame. When needed, these parameters were then transformed into other

coordinate frames. For exarnpIe, the coordinates of the gravitational center of each link

were initially described in the link's own coordinate frame, but they were transferred to

base fiame (0) to compute the resultant gravitational forces on the base.

2.3.2 Work Face Coordinate Frame IS)

All of the holes to be drilled were described in fiarne (S). In this study the X, axis

was chosen as the normal to the work face, and Zs or Ys was chosen to make the

description of the coordinates of the holes as simple as possible. For example, if the work

Page 35: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

Figure 2.1 Link coordinate frames assigned to the hydraulic drilling boom.

Page 36: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

Figure 2.2 Hydraulic drilling boom and its motion space.

face has a symmetrical shape, it would be better to choose Z, to be colinear with the

symmetrical axis of the work face. By doing this, the description of the coordinates of the

holes in the work face can be simplified because the other half has the same absolute

values, and only different signs.

2.3.3 Base Reference Coordinate Frames {B )

The base reference coordinate frame, {B), was necessary because it was needed as a

datum point (or line or plane) for measurement. As the drilling process of a tunnel

proceeds, the work faces are advanced and their normal direction varied for the turning or

Page 37: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

sloping of the tunnel. Meanwhile, the rig is moved fiom place to place. Since the drilling

boom is mounted on the rig, the orientations of the link frames will be varied if the ground

is not level. All of these variations can be measured and described in i i l is fixed base

reference frame by using transfer matrices defined as T, and %. The position and

orientation of the base reference frame can be chosen accordingly to make the

measurement, description, and computation of the coordinates simpler. For example, 2,

can be chosen to be parallel with the direction of the gravitational vectors of the links.

This ensures that all of the initial given gravitational vectors have only Zi components

while the other components of the gravitational vectors are equal to zero.

2.3.4 Tool Coordinate Frame (T)

The position and orientation of the drilling tool (or drilling rod) are represented by

the tool coordinate frame {T). The origin of this fiame was located at the front end of the

drilling tool and its X, axis coincided with the axis of the drilling rod.

2.3.5 Goal Coordinate Frame {G)

Usually, dozens (even more than one hundred holes) are drilled into one work face.

These holes are described using a goal frame {G) with respect to the work face

coordinate frame {S). The goal frame represents the goal position and orientation of the

tool frame. This means that the task of positioning the drilling boom is to control all of the

joint coordinates of the drilling boom in order to make the frame {T) coincide with frame

(G). The frame (GI consists of five parameters. Three of these parameters are Cartesian

coordinates used for describing the origin of the frame, and the other two are Euler

angles1 for the orientation.

All of the angles are measured according to the right hand rule with respect to their corresponding coordinate axes.

Page 38: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

2 -4 Kinematics Modeling

As shown in Figures 2.1 and 2.2, a set of coordinate frames was established to

describe the position and orientation of the drill boom in the work space. The 4 by 4

homogeneous transformation matrices used for describing the relationships between the

coordinate fi-ames are as follows: (In this discussion, "ROT" is a rotation transformation,

and " Trans" is a translation transformation; C, , S, , etc., are defined in the Nomenclature.

The derivation of the homogeneous transformation matrices is presented in Appendix A.)

The homogeneous transformation related frames (0) and ( 1 ) is given by

The homogeneous transformation related frames { 1 ) and ( 2 ) is determined by

Page 39: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

T,, = ROT(Z,, A,) =

T,, = ROT(X, , A , ) = 0 c, -s, 0

0 s, c, 0

Page 40: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

where

:ROT = ROT(XB7 Amx)ROT(YB, ABOY)ROT(ZB, Am*)

Page 41: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

s ROT 'P,,

1 1 where (A8 = A,,, A, = AsGI- for simpliwng the writing of the matrices)

where 0

ROT(Xs,Ag)= 0 sin(A,) cos(A,)

Page 42: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

cos(A,) 0 sin(A,)

ROT(Y,, A,) = 0 1

- sin(A,) 0 cos(A,) o 1 T

Gpc, = [Lscx. &,¶ Lscz l

0 = [O 0 01

2.5 Inverse Kinematics

In order to avoid collisions between the boom and the rock face, the drilling robot

manipulator must be controlled to track given trajectories while moving the drilling tool

fiom one hole to another. Because of the digital nature of the robot control system, the

trajectories are generated in a discrete manner; that is, the trajectories are specified by a

series of goal coordinate frames {G} which describe the position and orientation of the

drilling tool at each discrete time interval of a motion time period. As stated in Section

2.3, the holes which are to be drilled into the rock face and the trajectories (or paths)

along which the drilling tool (drilling rod) is to be moved fiom one hole to another were

specified by goal coordinate frame (GI with respect to work face coordinate frame {S) .

In order to control the drilling tool to track the given trajectories, the links or actuators of

the robot manipulator must be controlled to track their corresponding trajectories which

are specified by joint coordinates in their link coordinate frames. Therefore, for a given

goal coordinate frame, ( G ) , the coordinates of every joint of the robot manipulator must

be uniquely determined. In the preceding section the homogeneous transformation

matrices have been derived to describe the relationship between the tool coordinate e r n e

(T} and the link coordinate frames (0) - (9) of the manipulator. This section deals with

the problem of determining the coordinates of every links (or joints) of the manipulator

Page 43: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

given the position and orientation of the drilling tool. This problem is called inverse

kinematics problem. Solving the inverse kinematics problem is an important and essential

task because the solution provides information needed for the robot motion trajectory

design in which the time histories of position, orientation, velocity, and acceleration of

links of the robot manipulator are concerned.

The inverse kinematics problem of the hydraulic drilling boom is described below.

Find a set of joint coordinates Al, A2, A3, A4, A5, A6, LX2 and LZg , to

make tool coordinate frame (T) coincide with an arbitrary given goal

coordinate frame {G).

This inverse problem can be mathematically expressed as flows :

Let

where&, represents the position and orientation of {T) corresponding to ( 0 ) ; &,

contains all of the positioning parameters, that is, the joint coordinates;

= %s* ?&3

where G, represents the position and orientation of ( G ) corresponding to (0) ;

and determine a set ofjoint coordinates Al, A2, A3, A4, A5, A6, LX2 and LZg to make

TOT = TOG (2- 1 )

T,, and T, are measurable; T, is arbitrarily given.

To solve the inverse problem an equivalent equation is derived from Equation (2.1).

Let

Page 44: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

that is

Let (T) coincide with ( G ) ', then

By Equation (2.2), it follows that

that is

Equation (2.3) is an equivalent of Equation (2.1) where contains the unknown

positioning parameters Al, A2, A3, A4 and f&, TG5 contains the unknown positioning

parameters A5, A6, and 4, and T O B , TBS, and T, are given or measurable as previously

mentioned.

2.6 Solution of the Inverse Kinematics Problem

As mentioned in the previous Section, the problem of the inverse kinematics is to find

a set of joint coordinates Al, A2, A3, A4, A5, A6, L& and LZ,, to make tool coordinate

frame {T) coincide with an arbitrary given goal coordinate frame (G). Generally

speaking, there are two approaches to solve the inverse kinematics problem [7]; one uses

analytical method and the other uses numerical method. The analytical method solves the

inverse kinematics problem in the form of a set of formulas which describe the joint

1 As stated at the beginning of this Section, the inverse problem is to find the joint angles or displacements of the links to make the drilling tools positioned in the goal position and orientation.

Page 45: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

coordinates for the given tool position while the numerical method solves the inverse

kinematics problem in a step by step manner in which the joint coordinates of the

manipulator for a given tool position are determined by recursive computations which

makes the solution approach to more accurate values step by step. The former is more

favorable than the latter because once the solution formulas are obtained, the computation

of the solution using the analytical method is much faster than that using numerical

method. However, the complexity of the analytical method increases dramatically when

the degrees of freedom of the robot manipulator increases. Since the drilling robot had

eight degrees of freedom, it was very difficult to use analytical method to solve the inverse

kinematics problem presented in the preceding section. To bypass this difficulty, the

combination of an analytical method and a numerical method was used by the author to

solve the inverse kinematics problem. The tactical approach to the solution of the problem

was as folIows :

1) In order to obtain a unique solution, the distance ( L s S ) tiom the origin of frame (5)

(refer to Figure 2.1) to the work face (refer to Figure 2.2) was initially chosen. This

means that the origin of frame { 5 ) was confined to a given plane which is parallel to

the work face and L,, away from it.

2) Two joint coordinates, A5 and A6, were initially chosen where A5=A8, A6=A9.

3) The joint coordinates, Al, A2, A3, A4, and L&, were evaluated to make the fiame

(5) located in the given plane and the X, axis of the frame { 5 ) parallel to the X, axis

ofthe h e (S).

4) The h e (T) was controlled to coincide with the frame {G) by modifying the joint

coordinates A5 and A6. Thus

A5= Am +AM

A6=AsGr

where A, is the error of the X Euler angle between the two frames.

5) Al, A2, A3, A4 and L& were re-evaluated according to the new values of

Page 46: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

A5 and A6.

This iteration starts fiom (4) and continues until AM become smaller than a specified

value. The selection of the initial values of A5 and A6 were based on the following

theorem.

Given two parallel lines L1 and L2, and two parallel axes Z , and Z2. Let L l rotate

about Z, for to obtain Ll', let L2 rotate about Z2 for O2 to obtain L2'; if 8, =

4, then L 1' will be parallel to L2'.

In fact, A5 and A6 can be assumed to be X-Y Euler angles of the frame {T) with

respect to frame ( 5 ) and Ascx and ASGY to be X-Y Euler angles of {G) with respect to

{S). Since the X5 axis of (5) has been controlled to be parallel with the X, axis of {S) in

step 3, the only difference of the orientation between (5) and (S) is the X Euler angle AM

(i-e. if ( 5 ) is rotated about its X axis by A M , { 5 j will have the same orientation as (S)).

Based on the analysis above, it is not difficult to prove that if {T) has the X-Y-Z

Euler angles AS+AM, A6, and 0 with respect to ( 5 1 , and {G) has the X-Y-Z Euler angles

A,, A,,, and 0 with respect to ( S J, and if AsGx=AS+AM and Asm=A6, then

{T) and (GI will have the same orientation.

The derivation of the equation of the inverse kinematics problem is as follows :

By the symbolic equation below

GG= & 6 ' & 7 ' % ' & 9 * G G

it follows that

&(I, 4) = L& cos(%)+ LX, + LZ6 -t L& sin(&)sin(A7)

Let (for forward drilling)

G ~ ( l 3 4 ) = &S

that is,

LX9 COS(&) + LXS + L& + LZg sin(&)sin(A7) = LSs = -Lss

Page 47: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

It follows that

where cos(& ) # 0 , that is, 4 # 90".

While drilling in the tunnel roof, A6 can be equal to 90" and Equation (2.4) can not

be used, hence, I& must be simply chosen as a constant.

Evaluating Tos5 yields

The matrix GS5 represents the given position and orientation o f the frame ( 5 ) with

respect to the h e ( 0 ) . On the other hand, the position and orientation of the frame { 5 )

with respect to the frame (0) can also be expressed by the symbolic transformation matrix

To5 as follows :

Page 48: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

then

C1(T,,(3.3).W(,+C2-LX,+U,)=7,5(1.4)

Equating T5 (2.4) = T,, (2.4) yields

S*(&(3.3)- L X q +C2 . u2 +MI) = T o ~ ~ ( 2 . 4 )

Equating I& (3.4) = (3.4) yields

(S2C3 + C2S3 ) . W(, + S2 - LX2 = Tm (3.4)

Dividing Equation (2.7) by Equation (2.6) yields

A, = ~ ~ ( G s s ( 2 , 4 ) / G~s(1.4))

Since

S2C3 + C2S3 = sin(A2 + Ag )

it follows from Equation (2.8) that

S2-& = T,,,(3,4)- LX4 -sin(A2 + A 3 )

From Equation (2.6), it follows that

c24& = T,,(1,4)lC1 -Tws(3.3)-W(, -u, Dividing Equation (2.1 1 ) by Equation (2.12) yields

Page 49: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

Since s2C3 + C2S3 = sin(A2 + A3)a.nd C2C3 -SzS3 = cos(A2 +A3).

then equating T,, (1, 1) = 7& (1,l) yields

C,C4 cos(A2 + A,) - S1S4 = Tw5 (I, 1)

Equating G5 (2.1) = GS5 (2.1) yields

S1C4 cos(A2 + A3 ) + CJ4 = Toss (2. 1)

Equating G5 (3.1) = T,, (3.1) yields

C4 sin(& + 4) = 7&5(3,1)

From Equation (2.14), it folIows that

~ o s ( ~ 2 + A 3 ) = (&5(l.I)+SlS4 )I (ClC4)

Substituting Equation (2.17) into Equation (2.15) yields

( ( ~ S S ( ~ , ~ ) + S ~ S ~ ) I ( C , ~ ~ ))&c4 +CIS4 = TmS(2.1)

i.e.

From Equation (2. I6), it follows that

sin(A2 + A3 ) = TOS5 (3, I) / CJ

Substituting Equation (2.19) into Equation (2.13) yields

From Equation (2.19). it follows that

A, = arcsin(T,,, (3.1) I C, ) - A, (2.2 1)

From Equation (2.12), it follows that

LX, =(Toss(l.4)lC1-Toss(3,3).LX4 -LX,)ICz (2.22)

(Note : From Equation (2.9). GS5 (I. 4) # 0 ; and from Equation (2.13), cos(A, ) # 0,

hence Al # 90° .)

Page 50: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

The angleAY can be evaluated as follows :

A, = -arccos(Gs5(2, 3))

where

Gss = TG' - Gss

Equations (2.9), (2.13), (2.18), (2.20), (2.2 I), and (2.22) are genetic formulas for

evaluation of parameters Al, A2, A3, A4, and LX2 . These formulas were used in step 5 of

the computation for solving the inverse kinematics problem of the drilling robot.

2.7 Computational Results and 3-D Graphic Simulation

In order verify the feasibility of the algorithm presented in the preceding section for

solving the inverse kinematics problem, programs for the kinematics computations and

three dimensional graphic simulations were developed. Obviously, it is too expensive to

build a real multi-degrees-of-freedom drilling robot and implement physical experimental

testing to verify the solution of the inverse kinematics problem at this design stage.

Therefore, a computer graphic simulation, because it is a less expensive and feasible

approach, was performed for this purpose.

The 3-D graphic simulation for two basic tasks, tunnelling (or drifting) and roof

drilling (or drilling for bolting), were performed by the author. The input data (mm for

length and degrees for angle) are listed in Table 2.1, which includes the parameters

describing the work space for tunnelling, and Table 2.2, which includes eight sets of the

parameters describing the given positions and orientations of the eight goal frames in a

circular path. The output data of the kinematics program are listed in Table 2.3, which

includes eight sets of the joint coordinates determined as the solution of the inverse

kinematics problem. The 3D graphic simulation results for tunnelling. corresponding to set

numbers 1, 3, 5, and 7 in Table 2.3 are shown in Figures 2.3 to 2.6. respectively. Tables

Page 51: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

2.4 and 2.5 give the data describing the work space and the parameters of the given

tiames for roof driIling. The output data of the kinematics program for roof drilling are

listed in Table 2.6. The graphics simulation results for roof drilling, corresponding to set

numbers 1, 3, 5, and 7 of Table 2.6, are shown in Figures 2.7 to 2.10, respectively. The

simulation results for the other goal fiames, described in Table 2.3 and Table 2.6 for

tunnelling and roof drilling, are omitted.

Figures 2.3 to 2.10 show the 3-D views (or poses) of the drilling robot for the

different given positions and orientations of the tool frame. These 3-D views provided an

intuitive tool for inspection of the correctness of the solution of the inverse kinematics

problem of the drilling robot. It can be seen from these Figures that the drilling tool is

located exactly at the given positions and orientations, and there is no mechanical

interference between the mechanisms of the drilling robot. The correctness of the solution

of the inverse kinematics problem can also be verified by inspection of Table 2.7, which

shows two matrices: GSG (representing the given position and orientation of the drilling

tool) and T,,, (representing the position and orientation of the actual tool frame of pose 7,

obtained from the solution of the inverse kinematics problem for forward drilling).

Comparing these two matrices, it is clear that the actual position and orientation of the

drilling tool match with the given position and orientation.

Table 2.1 Parameters of work space ( T,, and T,) for forward drilling.

Page 52: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

Table 2.2 Parameters of given goal frames for forward drilling.

Table 2.3 Joint coordinates corresponding to the given goal frames for forward drilling.

Page 53: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

Table 2.4 Parameters of work space ( T,, and T,) for roof drilling.

Table 2.5 Parameters of given goal frames for roof drilling.

Page 54: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

33

Table 2.6 Joint coordinates corresponding to the given goal frames for roof drilling.

Table 2.7 Matrices TosG and To5, corresponding to Pose 7 for forward drilling.

TOSG

Col. 1 Col. 2 Col. 3 Col. 4

ROW 1 0.99194 0.12184 -0.03493 4689.6 19

ROW 2 -0.04916 0.623 85 0.77999 -46.174

ROW 3 0.11682 -0.77 199 0.6248 1 1464.926

Row 4 0.00000 0.00000 0.00000 1 .OOO

To% Col. 1 Col. 2 CoI. 3 Col. 4

ROW 1 0.99193 0.12184 -0.03496 4689.599

ROW 2 -0.049 17 0.62404 0.77984 -46.2 18

Row 3 0.1 1683 -0.77 1 83 0.62500 1465. 126

Row 4 0.00000 0.00000 0.00000 1 .OOO

Page 55: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

Figure 2.3 Tunnelling in god fiame 1.

Page 56: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

Figure 2.4 Tunnelling in goal frame 3.

Page 57: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

Figure 2.5 Tunnelling in goal fhne 5.

Page 58: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

Figure 2.6 Tunnelling in goal frame 7.

Page 59: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

Figure 2.7 Roof drilling in goal frame 1.

Page 60: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

Figure 2.8 Roof drilling in goal fiame 2.

Page 61: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

Figure 2.9 Roof drilling in goal frame 3.

Page 62: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

Figure 2.10 Roof drilling in goal frame 8.

Page 63: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

2.8 Remarks

The coordinate frames representing the positions and orientations of the links of the

tunnel drilling robot and its work space were established. Four by four homogeneous

transformation matrices were modeled for describing the relationships between the frames.

The equations of the inverse kinematics problem of the robot manipulator were derived

and the combination of' an analytical and a numerical method was presented for solving

these equations. The unique solution for the inverse kinematics problem of this particular

application was found by providing the additional constraints, that is, confining the origin

of frame ( 5 ) of the robot in a given plane which is parallel with, and is positioned in a

constant distance fiom, the work face.

The graphic simulation provided an intuitive tool for inspecting the mechanical

interference of the drilling robot and for verifjing the correctness of the solution of the

inverse kinematics problem of the drilling robot. The results of the 3D graphic simulations

for two basic drilling tasks (tunnelling and roof drilling) showed that the solutions to the

inverse kinematics problem pertaining to the drilling robot manipulator are feasible and

satisfactory.

Page 64: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

43

3 TRACKING CONTROL

3.1 General

In the preceding Chapter, the kinematics of the drilling robot manipulator were

established and the inverse kinematics problem was solved so that for a given trajectory of

the drilling tool, the unique corresponding trajectory of each link of the robot manipulator

can be determined. This unique solution then allows each actuator of the links of the robot

manipulator to track the corresponding trajectory specified in its own link frame. The

reverse is also true: if each actuator of the links of the drilling robot manipdator is

controlled to track its corresponding trajectory, the drilling tool (end effector) will be

subsequently controlled to track thc given tricctory. The design of the tracking control

SySkm was focused, thcrcfcl~. on thc tracking control of a single link (or actuator) of the

robot manipulator; that is, bascd on a dc-coupled control scheme [ I I], while the effects of

dynamics of the other links wcrc considcrcd as load disturbances to the link to be

controlled. Following this consideration, an malytical and experimental robot manipulator

with only two links (two-dcgrccs-of-ticcdom) was designed to implement the tracking

control hydraulic system, to vcrily ~ h c optimal tracking control algorithm, and to

investigate the influence ol' thc load disturbances on the performance of the tracking

control system.

The implemented hydraulic control system included stepping motor driven 3-way

proportional valves incorporating prcssurc compensators for stabilizing the flow gain of

the valves and automatically compnsating for the load disturbances. This eased the

requirement for complcx on-line computations of the link dynamics of the robot. A

method is presented for mdciing thc stepping motor driven valve in the digital control

system. The controller design was hascd on a firth-order discrete state space multiple-

Page 65: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

input model with an optimal tracking algorithm. A Kalman filter was designed for

estimating the state variables of the tracking control system. The design of the tracking

control system enabled a single joint of the analytical hydraulic robot to continuously track

for given multiple inputs of displacement, velocity and acceleration. Computer simulations

were used for investigating the influences of various parameters (the flow gain and time

constant of the valve and the natural fkquency and damping coefficient of the actuator) on

the performance of the tracking control system. Experimental testing was carried out to

investigate the effects of the load disturbances (a result of the complex link dynamics of

the robot) on the performance of the tracking control system. A comparison of the

tracking control system using the stepping motor driven proportional vdve and a

conventional analog proportional valve was made using experimental testing. In addition,

a comparison of the tracking control system using an optimal tracking control algorithm

and an ordinaq proportional control algorithm was made.

The design concept, system modeling, analysis and experimental test results are

presented in this Chapter.

3.2 Design Consideration and System Configuration

3.2.1 Work Requirement

A major requirement of a tunnel drilling robot is to move drills and hold them in

given positions and orientations to complete the drilling task. In order to avoid

mechanical collisions between different booms, or between the booms and the work face,

and to obtain fast and smooth motion, the robot booms have to be controlled to track the

trajectories specified by points and their corresponding velocities and accelerations along a

given path. Another requirement is reducing the boom positioning time. The time saved

would be significant if it could be reduced from 15 seconds (the average positioning

Page 66: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

time of the early drilling robots) to one second for each hob-to-hole shifr The positioning

stiffness of the robot boom is also of great concern because of the requirement for

achieving high drilling precision under large impact loads during the drilling process.

In addition to these basic requirements, some other factors which must be taken into

account in the design of the robotic control system for this particular application arc: as

follows:

1) Since the drilling robot has multi-degrees of freedom, and its control system is a

multi-valve elecuo-hydraulic control system, the cost reduction would be si@icant if less

expensive proportional valves were used instead of expensive servo valves. This could

make the application feasible and acceptable-to the customers.

2) Since a de-coupled control scheme was used for the tracking control, the hydraulic

system should provide mechanisms to automatically compensate for the influence of the

load disturbances caused by the dynamic coupling of the links.

3) Since the operating environment of a drilling robot is severe (dust, dampness, and

vibration) the ~I iabi l i ty of the system is important. In particular, the contaminant

sensitivity of the hydraulic components must be low.

Based on these consideration, the use of a servo-valve control system in this

application was rejected because of its high cost and need for strict maintenance. Instead,

stepping motor driven proportional valves incorporating pressure compensators, which are

more rugged and more economic. were selected for this application. (Usually. a servo

valve has a strict tolerance requirement for the widths of the porting lands and the

corresponding matched widths of the slr=c=ve. In addition, close tolerances must held on the

Page 67: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

radial dimensions between spool and sleeve and on the squareness of the land edge. These

five dimensions are held to tolerances of +. 0.0001 inches or higher in high performance

valves [12]. On the contrary, the stepping-motor-driven 3-way proportional valve used in

this study has a tolerance up to 0.0004 inches for the radial dimensions between spool and

sleeve and there is no strict requirement on the matched lands.)

3 -2.2 Control Scheme

The difficulties involved in the design of robotic tracking control systems are due to

the complex link dynamics, nonlinearities, time varying and uncertain parameters, load

and friction. For this type of hydraulic robot, the effects of temperature variation and air

entrapment on the system performance must also be considered. One approach to solving

these problems is adaptive control. Numerous research papers exist on robotic adaptive

control [13], but relatively few of these papers deal with hydraulically powered robots

[ 141. When testing the effectiveness of the adaptive control algorithms, most researchers

used only ideal signals such as square wave input which could meet the requirements for

persistent excitation [ I 5, 161. However, the true effectiveness o f these design theories can

only be determined by actual implementation and experimental evaluation of each

particular application [ I 71.

In this study a practical approach to the design of the trajectory control system for

the drilling robot was implemented. The influences of variations in the parameters and the

load on the performance of the robot tracking control system were first investigated by

analysis and computer simulation. The initial studies showed that the flow gain of the

valve has a significant influence on the performance of the tracking control system. The

other variable parameters, including the time constant of the valve, and the natural

Frequency and damping coefficient of the piston, also influence the performance of the

tracking control system. Since the flow gain is a function of the load pressure which varies

Page 68: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

as a complex function of the link dynamics and fiiction forces when the robot is in motion,

a pressure compensator was designed and built into the flow and directional control valve

to compensate for the load disturbances and to stabilize the flow gain. It should be noted

that the design of the tracking control system was based on flow control instead of force

control. The leakage of the piston and the valve selected for the experimental testing were

negligibly small during the tracking control. The load pressure compensation and the small

leakage enhanced the high load s tmess of the hydraulic system, substantially reduced the

influence of the load disturbances, and made the system insensitive to parameter variations

so as to ease the requirement for complex on-line computations of link dynamics and

parameter updating. These would have had to be conducted more frequently if there was

no pressure compensator, or if the tracking system was based on force control scheme.

This simulation study and analysis of the control system resulted in the design,

construction, and experimental testing of a 3-way stepping motor driven valve

incorporating a pressure compensator. SuccessfUl test results had been obtained earlier

and presented at the University of Bath by the author of this thesis [18]. The present work

involved using this type of valve to construct an optimal trajectory control system for the

drilling robot, testing the associated tracking control algorithms and software programs,

and investigating the influence of the parameter variations and load disturbances on the

performance of the system. In addition, a comparison of the tracking control systems using

the stepping motor driven proportional valve and using a conventional analog proportional

valve was made during the experimental testing.

3.2.3 System Configuration

A two-degree-of-freedom hydraulic robot boom was designed for experimental

testing purposes. The boom included two positioning mechanisms for controlling the

Page 69: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

boom pitch angle and extension, as shown in Figure 3. I. The maximum boom length was

1.8 meters and the maximum payload 2000 N. The control of the pitch angle was the

major concern of this study, and the extension mechanism was used to enhance the load

disturbance of this experimental test system.

The pitch angle hydraulic control system incorporating the stepping motor driven

valves is shown in Figure 3.2. The arrows in this figure show the flow path when the

piston is driven in the extension direction. The cylinder is controlled by two 3-way valves:

Figure 3.1 Schematic of the mechanisms of the experimetal robot.

1 - base; 2 - pitch actuator; 3 - extension actuator;

4 - boom; 5 - extension boom; 6 - load.

Page 70: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

Figure 3.2 Pitch angle hydraulic control system.

1, 5 - rotary spools driven by stepping motor;

2, 4 - pressure compensators;

3 - pitch actuator

Page 71: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

one is connected to the pressure supply port of the cylinder, which consists of rotary spool

1 and pressure compensator 2; the other is connected to the exhaust port of the cylinder,

which consists of rotary spool 5 and pressure compensator 4. Compared to a tracking

control system using conventional proportional directional valves, three features of this

proposed hydraulic system can be identified: (Other comparisons of the performance of

the tracking control systems using these two types of proportional valves will be made

later in the experimental testing section.)

1) The advantages of a stepping motor driven valve, compared to a conventional

analog proportional valve, include its simplicity and digital nature. The stepping motor

itself is driven by pulses in an open loop mode. An analog proportional valve, however,

needs a transducer and feedback control for spool positioning and therefore is more

complex, more costly, and more sensitive to electric noise than stepping motor driven

valves.

2) The built-in pressure compensator reduces the influence of the load disturbances

which are generated by the dynamic coupling of the links when the robot is in motion. It

can also provide a more stable flow gain which is necessary for improving tracking

performance.

3) Using two 3-way proponional valves independently operated on the inlet and

outlet of the actuator improves the positioning stiffness when the closure of the valve on

the pressure supply port of the piston [19] is delayed. In addition, it is possible to add a

pilot check valve into the system for safety reasons. This would usually cause a problem

for a control system using a conventional proportional valve because when the spool is

operated in the vicinity of the null position, the pilot control pressure may not be large

Page 72: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

enough to keep the check valve open, especially in the case where the piston has a large

negative load force.

One of the essential features of the system under consideration is that the two 3-way

valves connected to the pressure supply port and the exhaust port of a cylinder can be

operated independently. The valve on the exhaust port of the cylinder is used to regulate

flow rate while the flow gain of its orifice is stabilized by the pressure compensator. Under

normal operating conditions, the valve on the pressure supply port is blly opened before

the valve on the exhaust port of the cylinder is operated. This insures that the former does

not regulate flow rate. Once a target piston position is reached, the flow metering orifice

of the valve on the exhaust port of the cylinder closes. After a delay, the valve on the

pressure supply port closes so that the pressure in the cylinder is maintained after both

vaIves have been closed. The increased pressure in the cylinder will increase the

positioning stiffness of the piston. As well, the vacuum in the cylinder, which may be

caused by improper closure of the valve on the pressure supply port while the piston is still

in motion, will be avoided by the delay-closure of the valve on the pressure supply port. It

is also possible to use one 4-way valve instead of two 3 way valves to implement the

tracking control system and to control the pre-open and delay closure of the pressure

supply port. This type of valve would only require one stepping motor for driving the

spool of the valve. However, the matched orifices of the 4-way valve have to be specially

designed for this purpose and it is more difficult to manufacture it than a 3-way valve.

Therefore, a prototype 3-way valve was designed and used in this study instead of the

4-way valve.

Page 73: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

3.3 System Modeling

3.3.1 Link Dynamics of the Experimental Robot

The derivation of the dynamics equations for the experimental robot was based on

Lagrange's equations [20]. The following assumptions were made for simplicity:

1) The link was a rigid body.

2) The masses of the actuators were omitted.

3) The pitch control actuator was operated in the vicinity of an operating point

(XP

4) The gravitational potential energy of the system was zero when the two actuators

were completely contracted.

From Figure 3.1 the kinematic energy of the system is given by

The gravitational potential energy of the system is given by

where 1, ,1,, 1,, 9, , and pc are geometric constants shown in Figure 3.1 . The variables

used in the derivation can be found in the Nomendature.

Page 74: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

As is seen in Equation (3.3), the pitch angle q, is a nonlinear function of piston

displacement X,. At an operating pointX, = Xpo, this nonlinear function can be

linearized by

where

Using the Lagrange's equations

and

Page 75: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

where F, and F, are the driving forces on the pitch and extension control actuators,

respectively.

Equations (3.5) and (3.6) are the nonlinear coupled differential equations which

describe the motion of the two-degrees-of-freedom robot boom given the external driving

forces Fp and 6.

3.3 -2 Nonlinear Model of the Pitch Control Hydraulic System

To simplify the modeling, the following assumptions were made:

1) The two 3-way valves can be operated independently. Therefore, it was possible

to pre-open the valve on the pressure supply side and to keep it hlly open during

tracking control. Thus, Ps was assumed to be constant.

2) The leakages of the cylinder and the valve were very small, and could be

neglected, therefore, in the equations describing the flow characteristics of the

vaive and cylinder.

3) The flow gain of the control valve was stabilized by using a pressure

compensator. Therefore, it was assumed to be constant.

Figure 3.3 shows the operation of the pitch angle control actuator and meter-out

valve when u > 0. The simplified equation describing the dynamics of the piston is given

by El21

where the equivalent mass mp and load F; can be determined by comparing Equations

(3 -7) and (3 -5) and are given as follows:

Page 76: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

F;=2(m2f2 +m,l,)kf k , ~ ~ + g ( m , I ~ +m24 +m,l,)k, sin(q, +q, +p)

Using the mass flow continuity equation at chamber 1 yields

The flow equation for the exhaust port of the cylinder is given by

Figure 3.3 Schematic o f operation of the pitch angle control

actuator and valve for u > 0.

Page 77: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

Applying the continuity equation to the tube on the exhaust port of the cylinder yields

The modeling of the stepping motor driven valve was an interesting problem because in

this control system, it consisted of digital and analog components. The modeling was

based on the observation of the experimental test results of the flow response of the

stepping motor driven valve [21]. The test results indicated that the valve could be

simplified by a transfer fbnction which included an integration factor and a first-order

factor as shown in Figure 3.4.

Figure 3.4 Block diagram of the valve

Figure 3.4 shows the simplified block diagram of the stepping motor driven valve, where u

is the input pulse rate of the stepping motor driven valve, X, is the displacement of the

rotary spool, and Qr is the output flow rate of the valve. The stepping motor of the valve

was modeled by the integration element (where K, is the gain of the stepping motor) due

to the fact that for a constant stepping rate input (u), the displacement (X, ) of the spool

is proportional to the integration of u. The dynamics of the valve were modeled by the

first-order factor, where T, is the time constant and K, is the flow gain of the valve. A

tentative approach to modeling of the stepping motor driven valve is therefore given by

Page 78: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

where K, is the overall flow gain of the valve, given by

K,, = K,K,

As can be seen by Equation (3.13), the valve was modeled by a continuous equation

although its input is the pulse rate. In this digital control system, the pulse rate in each

sample interval was assumed to be constant.

3.3 -3 Linearized Model of the Pitch Control Hydraulic System

For a given operating point, the Linearized model was obtained by using the Laplace

transformation of Equations (3.7), (3.1 O), (3.1 1), (3.12), and (3.13). The linearized model

is given by

mPs2 X p + BpsXp = -A, P, - I;,

where K, is flow coefficient of the exhaust port.

Equation (3.14) to Equation (3.18) can be used to construct the block diagram of the

tracking control system, as shown in Figure 3.5. The equivalent block diagram of Figure

3.5 can be determined based on the rules of block diagram transformation, as shown in

Figure 3.6q where

Page 79: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

Figure 3.5 Block diagram of the tracking control system.

Page 80: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

1 L( VK - & + & I 1 S f - -

A, KIPIS, PI P I

Figure 3.6a The equivalent block diagram of the tracking control system,

derived fiom Figure 3.5.

Assuming that the flow resistance of the exhaust port o f the actuator is very small; that is.

the flow coefficient K, is very large, The coefficients of C,. c, and C3 can be simplified

Let

and

Figure 3.6a is therefore simplified as shown in Figure 3.6b.

Page 81: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

Figure 3.6b Simplified block diagram of the tracking control system.

The linearized model can be determined fiom Figure 3.6b by

Equations (3.21) and (3.22) describe the dynamics of the actuator and the control valve,

respectively.

In order to implement optimal tracking control algorithm, it is more convenient to use

state space representation of the model. To obtain the state space model, the state space

variables are defined as follows:

Page 82: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

61

The continuous state space equations are given by

Equation (3.32) is derived from Equation (3.2 I ) by omitting the SF, (the derivative of the

load force) term since it is much smaller than the Qr term since P, and P, are very large.

When ~i < 0, the piston rod is driven in the opposite direction. A similar set of

equations exist except that the piston areas are different, so are the variable volumes

between the actuator and the valve.

The matrix representation of Equations (3.28) to (3.32) is given by

where

A, =

0 L O O 0

0 -- l o 0 0 T,

0 0 0 1 0

0 0 0 0 1 0' - 0 0-0'-260 A,

Page 83: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

These equations can now be used to predict the states of the actuator-valve system

for a given input (u) to the valve. It is noted that the external load disturbance force ( 5 )

is not included in these equations, but its influence will be investigated and discussed

through experimental testing in Section 3 -5 .

Page 84: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

3.4 Optimal Control Scheme

3.4.1 Optimal Tracking Control Algorithm

To facilitate the implementation of computer control, the state space equations of the

system derived in the previous Section were transformed into the discrete form [22].

These discrete state space equations are given by

x,,, = Ax, + Bu,

Y k = e x ,

where

The objective of the optimal control was to control the piston to track the given

trajectories of displacement, velocity and acceleration, and to minimize the tracking errors.

The performance index was the quadratic fhction

defined over the time interval of interest [ i , ~ ] . It was assumed that P , Q, and R are

symmetric positive semidefinite matrices, and in addition that I R ~ t 0 for all k . The

performance index given by Equation (3.37) can be considered as the summation of the

tracking errors of displacement, velocity, and acceleration of every sampling intervals

between the given time interval [i, n 1.

Page 85: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

The problem of optimal control was to find the control u, in the interval [ i , n ] that

drives the system described by Equations (3.35) and (3.36) along a trajectory X , so that

the performance index (3.37) is minimized. The optimal tracking control algorithm now

follows. (It should be noted that two approaches, the variational approach and dynamic

programming, can be used for the derivation of the optimal control algorithm. The

derivation of the optimal control algorithm can be found in [23] and is omitted in this

thesis.)

The closed-loop plant under the influence of this type of control is the non

homogeneous time-varying system

x,+, = (A-BK,)x, +BK;V,+,

The control algorithm consists of an afiine state feedback; that is, a term linear in Xk

plus a term (Vk+,) independent of X k . The gains of these two terms depend on the

solution of the Riccati Equation (3.40) and the second term depends on an auxiliary

sequence Vk derived from reference input r, by the auxiliary difference Equation (3.41).

The optimal tracking control algorithm can make the dynamic system track a desired

trajectory over the entire time interval by using the closed loop control law.

Page 86: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

The complete block diagram of the optimal tracking control system is given in Figure

3.7, where r, represents the multiple inputs of displacement, velocity and acceleration of

the piston, v represents the noise in the measurement signal and w represents the noise in

the input which includes the modeling errors (such as the omitted load forces F, ) , and D

is the disturbance transition matrix. The KaIrnan equations [24, 251 were designed to

obtain the estimation of the state variables and provide feedback signals required by the

optimal tracking controller. This configuration of the control system was based on the

separation principle of the optimal control which states that the control and the observer

can be determined separately although they are constructed in series 1261.

Figure 3.7 Block diagram of the optimal tracking control system

3 -4.2 Formulas of the Kalman Filter

The optimal tracking control algorithm needs the feedback signals of the state

variables of the system. Although transducers can be used for measuring these variables

and providing the feedback signals, the high cost and complicated wiring deterred the

implementation of this approach. (In some applications not alI of the state variables are

Page 87: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

measurable.) Instead, the Kalman filter [27, 281 was used for observing or estimating the

state variables of the tracking control system and providing the required feedback signals.

As is seen in Figure 3.7, the inputs of the discrete control system include the noise and

disturbances which make it impossible to obtain the true values of the state variables of the

system. The task of the Kalman filter is to obtain an optimal estimation of the sequence of

the state vector {x(k)) based on the measurement sequence {y (k ) ) in the presence of

noise and disturbances. The Kalman fiIter is actually a data processing method which can

be implemented on a digital computer. The Kalman filter uses a recursive algorithm; a new

estimation can be obtained based on each new measurement and the previous estimation.

Therefore, the Kalman filter requires less memory space and has a faster processing speed

than other optimal estimation algorithms which need to record data in an entire time

interval, and process them at the same time [28]. This filter is found in a variety of

applications, especially in real time control applications.

In this application, the designed tracking control system is observable, so only the

displacement of the piston needs to be measured in order to obtain information on all of

the state variables of the system. The Kalman filter has several formats [26, 291 and the

one implemented in this study is given in [29].

Assuming that the statistic characteristics of x(0) (which is a random vector

representing the initial value of the state variables of the system), input noise {w(k)), and

measurement noise {v(k)) are known; that is, {w(k) J is a white noise sequence which has

a normal distribution and a zero mean value:

E { w ( k ) ) = 0

E { w ( k ) w ( l ) ' 1 = R, ( W ,

where

Page 88: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

1 when k = I

0 when k # I

(v(k)} is a white noise sequence which has a normal distribution and a zero mean value:

E { v ( k ) } = 0

E{v(k)v(l)' 1 = R2 ( k ) 6 ,

x(0) has a normal distribution, a mean value f (0) , and a covariance P(0); that is,

E[x(O)] = E(0)

E[x(O) - E(O)] [x(O) - E(O)] ' = P(0)

In addition, {w ( k ) } , ( v ( k ) } , and x(0) are assumed to be independent.

The formulas of the Kalman filter are as follows:

x(k + I ) = A(k)s (k ) + B(k)u(k) + D(k)w

~ ( k ) = C(k)x(k) + v ( k )

K(k + 1 ) = P(k + 1 / k)CT (k + I)[C(k + 1)P(k + 11 k ) c T ( k + 1) + R2 (k) ] - '

P ( k + l / k + l ) = P ( k + l / k ) - K ( k + l ) C ( k + l ) P ( k + l / k )

P(k + 1 / k ) = A(k)P(k / k ) ~ ' ( k ) + D(k)R, ( k ) ~ ' ( k )

Remarks:

1 ) The estimation of the state variables is a linear fbnction of the value of the

measurement sequence, { y ( k ) ) .

2) The variance of the error between the estimated value and the actuaI value of the

state variables is minimized.

3) The estimation is unbiased, and the mathematical expectation of the estimation

has the same value as its true value.

Page 89: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

3.4.3 Simulation and Analysis

Computer simulation is a usefbl tool for the design of the optimal tracking control

system of a hydraulic drilling robot. In this study the computer simulation and analysis of

the optimal tracking control system were carried out to determine the effects of a number

of parameters and variables of the system. These parameters and variables were:

1) the sampling rate

2) the parameters of the weighting matrices of the optimal control algorithm

3) the maximum acceleration of the reference input trajectory

4) the time delay and nonlinear elements of the system

5) the flow gain and time constant of the valve, and the frequency and damping

coefficient of the system

The simulation results show that for the optimal tracking control system, the higher

the sampling rate, the better the performance if there is no delay element in the system.

However, the complexity of the optimal control algorithm and the computational power of

the computer place a limit on the highest sampling rate. On the other hand, if a time delay

element exits in the digital control system, an excessive high sampling rate may cause an

undesired effect [22]. The simulation results showed that fairly good tracking performance

can be obtained by using a 5 millisecond sampling time; that is, a sampling rate of 200

samples per second.

The determination of the parameters of the weighting matrices of the performance

index of the optimal tracking control system were based on a trial and error method. The

relative values of the weighting matrices P, Q, and R were determined based on the

emphases of the tracking control strategy. The simulation results showed that increasing

the values of P reduced the final position errors of displacement, velocity, and

acceleration; Increasing the values of the Q matrix decreased the tracking error of

Page 90: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

displacement, velocity, and acceleration. In these two cases, as the values of P and Q

increased, the value of control input u also increased. The simulation results also showed

that a large acceleration of the given trajectory would result in a large value of control

input u. Since the actual system has a limitation on the maximum value of control input u,

saturation may occur if the values of P and Q, or the value of acceleration of the given

trajectory, are selected too large. On the contrary, increasing the value of R reduced

control input u, but increased the tracking error of the system. This meant that increasing

the constraint on control input u would reduce the capability of the system to track the

trajectory with a high acceleration value and would result in large tracking errors.

Since the maximum acceleration of the piston was proportional to the derivative of

the flow rate of the stepping motor driven valve, it can be seen from Equation (3.22) that

the maximum acceleration of the piston is directly related to the maximum stepping rate of

the stepping motor. A higher maximum acceleration of the given trajectory wouId result

in a higher maximum stepping rate of the stepping motor. This indicates that saturation

could occur if the maximum acceleration of the given trajectory was too high, or the

maximum stepping rate of the stepping motor too low.

Time delay and nonlinear elements also existed in the optimal tracking control

system. These elements normally have important influences on the performance of the

system, but require considerable time to study their effects. For this reason, in this study,

the system was assumed to be linear and the influence of time delay was ignored.

The determination of the effects of the parameters of the flow gain and time constant

of the valve, and the frequency and damping coefficient of the actuator, are of special

interest in this study. The simulation and analysis for determining the influences of these

parameters are now introduced.

Page 91: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

The reference inputs of the simulated optimal tracking control system are: discrete

values of displacement, velocity, and acceleration. These were obtained by sampling a fifth

order polynomial which describes the desired trajectory of displacement of the actuator

where the initial and final values of velocity and acceleration are equal to zero.

The optimal control algorithm included two computation procedures:

1 ) off-line computation;

2) on-line computation.

The off-line computations were based on Equations (3.38) to (3 -4 1) where the auxiliary

sequences, V, , were determined. The on-line computation, on the other hand, based on

Equation (3.42) where the control signal u was determined using the feedback state

variables and the auxiliary sequences.

To investigate the influence of the overall flow gain, K,, of the valve on the

performance of the tracking control system, the simulation curves of the optimal tracking

control system with the actual values of flow gain which varies S O % fiom the base value

(given in Table 3.1 ) are shown in Figures 3.8 to 3.10. Figures 3.1 1 to 3. I 3 show the

simulation curves with the actual values of the valve time constant varying +20% fiom the

base value. Figures 3.14 to 3.16 show the simulation curves with actual values of the

natural frequency of the actuator varying S O % Born the base value. Figures 3.17 to 3.19

show the simulation curves with the damping coefficient of the actuator varying S O %

fiom the base value.

Page 92: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

Comparing the different simulation curves, shown in Figures 3.8 to 3.10, it can be

seen that the variation of the flow gain of the proportional valve has a significant influence

on tracking performance. The variation of other parameters, which include the time

constant of the valve and the natural fiequency and damping coefficient of the piston, have

very small influences on tracking performance. Their influences can be seen in Figures

3.1 1 to 3.19.

Table 3.1 The base values of the parameters.

parameters

base values

actual value 1

actual value 2

flow gain time constant natural fiequency damping coeff

K, r, W S

( cu.cm/sec/step ) (set) (radhec)

4.1 0.02 40 0.25

4.9 0.024 48 0.30

3 -3 0.016 32 0.20

Page 93: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

Figure 3.8

0.25 0.5 0.75

Time (sec)

Displacement simulation curves with the flow gain, varying -0% fkom the base values.

. . . - - . . . . .

....... -. - . . . . . . . - . - - - - . .

. . . . . . - -. -. . . - -. -. -. . .

. . . . . .a - ..... .- . . . . . - ..

.. .- ........ ...... -... . . . . . . . . . * -.

. . . . . . . . . . - . -. - . .. . . . . . - ... ..

0 0.25 0.5 0.75

Time (sec)

+Actual 1 -Actual 2 + Given

K, , of the valve

Figure 3.9 Velocity simulation curves with the flow gain, K,, of the valve varying S O % fiom the base values.

Page 94: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

-30 1 I I I I L 1

I I I I I I I i I

0 0.25 0 .5 0.75

Time (sec)

Figure 3.10 Acceleration simulation curves with the flow gain, K,, of the valve varying S O % fiom the base values.

0.25 0.5 0.75

Time (sec)

/ t Actual I

=;5"1

Figure 3.1 1 Displacement simulation curves with the time constant, valve varying &20% from the base values.

T,, of the

Page 95: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

0.25 0 .5 0.75

Time (sec)

Figure 3.12 Velocity simulation curves with the time constant, T, , of the valve varying S O % fiom the base values.

Figure

0 0.25 0.5 0.75

Time (sec)

3.13 Acceleration simulation curves with the time constant, valve varying e0% fiom the base values.

T, , of the

Page 96: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

+Actual 1

&Actual 2 , + Given

0 0.25 0.5 0.75

Time (sec)

Figure 3.14 Displacement simulation curves with the natural frequency, o , of the actuator varying f20% &om the base values.

0 0.25 0.5 0.75

Time (sec)

Figure 3.15 Velocity simulation curves with the natural frequency, o , of the actuator varying -0% fiorn the base values.

Page 97: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

0.25 0.5 0.75

Time (sec)

Figure 3.16 Acceleration simulation curves with the natural actuator varying E20% from the base values.

frequency, w , of the

0.25 0.5

Time (sec)

Figure 3.17 Displacement simulation curves with the damping coefficient, 6, of the actuator varying -0% from the base values.

Page 98: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

0 0.25 0.5 0.75

Time (sec)

Figure 3.18 Velocity simulation curves with the damping coefficient, 6, of the actuator varying S O % fiom the base values.

...... ..... ... i . . . . . . ..... . . ....

-. - , - -..

. ....... ... - ..... - .- ...

0 0.25 0.5 0.75

Time (sec)

Figure 3.19 Acceleration simulation curves with the damping coefficient, S, of the actuator varying S O % fiom the base values.

Page 99: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

3.5 Experimental Test Results and Analysis

3.5.1 Robot Test System

In addition to the computer simulation, experimental testing was carried out by the

author to verify the feasibility of the designed hydraulic system and the optimal tracking

control algorithm. Also, additional experimental tests were carried out to investigate the

influence of load disturbances on the tracking performance of the system. For this

purpose, a prototype robot was designed (by the author) and manufactured by the

Engineering Shops of the College of Engineering. The test equipment, which included

computers, sensors, and various instrumentation, are shown in Figure 3 -20. The computer

control system included two 80486 computers - a 66 MHz master computer and a 33

MHz slave computer - which communicated through a general purpose interface bus

(GPIB) having a maximum data transmission rate of 1 mbytedsec. The master computer

was used for trajectory generation, real time monitoring, and data processing (which

included parameter estimation); and the slave computer was used to control two actuators

and receive and send sampling data to the master computer for real time monitoring and

data processing. The slave computer could be operated off-line or controlled by the

master computer. The monitored signals included the displacement, velocity, and

acceleration of the pistons, and the pressure in the chambers of the actuators. Two LVDT

transducers were used for measuring the displacements of the pitch piston and the

extension piston. The velocity and acceleration were generated by the Kalman filter. The

real-time software for the robotic experimental test system was developed by using

assembly language and C/C++ for Windows in the multiprocessor and multitasking

environment.

The experimental hydraulic circuit for the pitch piston control of the robot is given in

Figure 3.21. Since only one 3-way stepping motor driven proportional valve was made,

the solenoid 4-way directional valve was used to control the directions of the piston,

Page 100: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

Figure 3.20 The robotic test system

and the stepping motor driven valve incorporating a pressure compensator was used to

regulate flow rate in the meter-out configuration so as to control the speed of the piston

Two pressure transducers were installed, one in the inlet and the other in outlet of the

cylinder. The LVDT transducer was used to measure the displacement of thr piston -The

accumulator was installed in the pressure supply pon to stabilize the supply pressure ot'

the hydraulic system.

3.5 .l Experimental Test Results and Analysis

Three sets of experimental test results were obtained for investigating the intluence ot'

a load pressure disturbance on the optimal tracking performance of the control sysreni

[30] . Two types of valves were compared in the pitch control system where the samc

Page 101: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

Figure 3.21 Experimental hydraulic circuit for pitch piston control.

I - Pump, 2- safety valve, 3- pressure gage, 4- oil filter, 5- needle valve,

6- accumulator, 7- solenoid directional valve, 8- pressure transducer,

9- pressure transducer, 10- pitch piston, 11- LVDT transducer,

12- stepping motor driven valve, 13- thermal meter, 14- tank.

Page 102: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

optimal tracking control algorithm was used. One was a stepping motor driven

proportional valve, incorporating a pressure compensator, and the other was a

commercially available analog proportional valve without pressure compensation. (The

proportional valve was modeled by a first-order factor; the input to the valve was voltage

and the output was flow ratc. The other part of the analog proportiond valve control

system was similar to the stepping motor driven valve control system shown in Figure

3.5.) During experimental testing, the cxtension actuator was controlled to travel a

displacement of LO cm in 1 swond while the pitch actuator was controlled to track a given

trajectory specified by a tifth order polynomial with zero velocity and acceleration at the

initial and final points. Thc multipic given inputs tbr the pitch actuator control were

displacement, velocity, and acceleration of the piston.

Figures 3.22 to 3.25 show' thc test results of the stepping motor driven valve.

Figures 3.26 to 3.29 show the tcst results of the stepping motor driven valve when the

accumulator, (refer to Figurc 3.21) connected to the output of the pump to stabilize the

supply pressure Ps. was shut off to enhance the disturhance. Dramatic variations in

pressures Ps and P1, at thc inlct and oullct of the pitch actuator respectively, can be

observed. It can also he seen that rht: large load disturbance had very little influence on

tracking performance. In fact. the maximum displacement and velocity tracking errors

were less than 4% and the maximum acceleration tracking error was less than 8%. The

relative error was defined by

actual value - givcn value Relative Error =

magnitude of given value

' It is to be noted hat the plols for ihc givcn and actual signals arc almost identical in Fig. 3.22 as well as in olher -es.

"here the magniludc of thc givcn value ncvcr approaches zero.

Page 103: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

In addition, a fast and very smooth motion control of the large inertial load was achieved.

When the stepping motor driven proportional valve was replaced by an analog

proportional valve without pressure compensation (purchased from Vickers), a significant

influence of the load disturbance on the performance of the system was observed. A set of

test results for the analog proportional valve system are shown in Figures 3.30 to 3.33.

AIthough good performance was obtained when the displacement was small and only the

pitch actuator was operated, a signilicant displacement tracking error was observed as

shown in Figure 3.30 when both the pitch and extension actuators were operated. This

large tracking error was altrihutcd to thc load disturbances with the following two effects:

1) Input of I;;.

2) Variation of the flow gain of thc proportional valve.

The frrst effect did not signilicantly affect the system performance because the leakage in

the tracking control system, which included thc valve and the piston, was very small and

T i m e (sec)

Figure 3.22 Displacement test curves.

Page 104: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1

Time (sec)

Figure 3.23 Velocity test curves.

0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1

Time (sec)

Figure 3.24 Acceleration test curves.

Page 105: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

0 0.3 0.6 0.9 1.2

Time (sec)

Figure 3.25 Pressure test curves.

0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1

Time (sec)

Figure 3.26 Displacement test curves when accumulator was shut off

Page 106: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1

Time (sec)

Figure 3.27 Velocity test curves when accumulator was shut off.

0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1

Time (sec)

Figure 3.28 Acceleration test curves when accumulator was shut off.

Page 107: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

0 0.3 0.6 0.9 1.2 1.5

Time (sec)

Figure 3.29 Pressure test curves when accumulator was shut off.

the dynamic stifiess was very large. The second effect was significant because the flow

gain of the control valve was determined by the pressure difference across the control

orifice. This pressure difference is directly related to the load.

For the case where a pressure compensator was built into the stepping motor driven

valve, the flow gain of the valve was stabilized and found to be almost independent of the

pressure difference across the actuator. It can be deduced from this that the load

disturbance had very little influence on the tracking control system using the stepping

motor driven valve incorporating the pressure compensator.

Additional experimental testing was carried out for comparing the performance of the

hydraulic robot control system using the optimal tracking control scheme and the

performance using the conventional proportional control scheme. The experimental test

results of the control system using the conventional proportional valve and the

proportional control scheme showed that the tracking error of the pitch angle trajectory

Page 108: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

control could be reduced to an acceptable level by a proper selection of the proportional

gain of the system when the boom was raised, as shown in Figure 3.34. However,

shuddering (oscillation) was observed whcn the boom was lowered. shown in Figure 3.35,

because of the negative load effect due to the gravitational forces on the boom. (This

phenomenon was not observed in the experimental testing of the optimal tracking control

where there was no significant diff'erencc in test results either when the boom was raised

or lowered.) When the proportional gain was reduced, the oscillation was also reduced,

but the tracking error could not k maintained at an adequate level, as shown in Figure

3.36. This experimental tcst result showed that good performance of the tracking control

system could not he achievcd by simply adjusting the proportional gain of the system, thus

showing the need for a prcssurc compcnsator to stabilize the flow gain of the valve.

Comparison of the test results ol' the proportional control scheme and the results of the

optimal tracking control scheme shows that the advantage and feasibility of the latter are

obvious.

3.6 Concluding Remarks

In order to implement an optimal tracking control algorithm to improve the

tracking control performance ot' ~ h c new advanced drilling rohot, the dynamics of an two-

degrees-of-freedom expcrimcntal robot was tirst analyzed. The simulation study was

carried out to investigate thc cffccts of the variations of the parameters, which were flow

gain and time constant of thc proportional valvc, and the natural frequency and damping

coefficient of the pitch control actuator. i t was found that the flow gain of the

proportional valve had a signilicant cffcct on the tracking performance of the robot. This

indicated the necasity of using a pressurt: compensator to stabilize the flow gain of the

valve in the tracking control hydraulic system. A hydraulic tracking control system using il

stepping motor drivcn proportional valvc incorporating a pressure compensator was then

designed and mdclcd. An optimal tracking control algorithm was implemented for a

Page 109: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

Time (sec)

Figure 3.30 Displacement test curves for analog proportional valve system.

0 0.1 0.2 0.3 0.4 0.5 0.6

Time (sec)

Figure 3.31 Velocity test proportional

curves for analog valve system.

Page 110: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

Time (sec)

Figure 3.32 Acceleration test curves for analog ~ro~ortional valve svstem.

Time (sec)

Figure 3.33 Pressure test curves for analog proportional valve system.

Page 111: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

0.5 0.75 1

Time (sec)

Displacement of the piston.

Actual

I Given

0.5 0.75

Time (sec)

Pressures measured

1 1.25

at the inlet and outlet ports.

Figure 3.34 Test results of proportional control when proportional

gain = 10 and when the robot boom was raised.

Page 112: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

0.5 0.75 1

Time (sec)

(a) Displacement of the piston.

Time (sec)

(b) Pressures measured at the inlet and outlet ports.

Figure 3.35 Test results of proportional control when the proportional

gain = 10 and when the robot boom was lowered.

Page 113: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

0.5 0.75 1

Time (sec)

Displacement of the piston.

- Actual

0.5 0.75 1

Time (sec)

@) Pressures measured at the inlet and outlet ports.

Figure 3.36 Test results of proportional control when the proportional

gain = 5 and when the robot boom was lowered.

Page 114: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

single joint (pitch control actuator) of the robot, which resulted in the improved tracking

in the case of multiple inputs of displacement, velocity. and acceleration of the pitch

control piston. The effect of the load disturbance caused by the link dynamics was

investigated through experimental testing. The experimental test results showed that the

pressure compensator built into the designed valve was able to stabilize the flow gain and

automatically compensate for load disturbances so as to simplify the complex iink

dynamics computations and allow the system to be controlled in a de-coupled form.

Although the model of the robot manipulator was based on the assumption that there

were small variations in the variables and parameters about their initial operation points,

the experimental test results showed that the designed system was insensitive to the

parameter variations. On the contrary. the. optimal tracking control system incorporated

the conventional proportional valve without pressure compensation was more sensitive to

load disturbances and parameter variations. Therefore, more sophisticated control

algorithms, such as using a software to compensate the load disturbances and on-line

parameter estimation, are necessary to reduce the tracking errors.

The experimental test results in this Chapter showed that the designed stepping

motor driven valve, the optimal control algorithm, and the associated software programs

could be successfully used in a robotic tracking control system for tracking the given

inputs of displacement, velocity, and acceleration.

Page 115: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

94

4 PARAMETER ESTIMATION

4.1 General

The first step in the design of a control system is to develop a mathematical model of

the system because it is impossible to determine a control algorithm without knowing the

mathematical model of the control system. There are two approaches to modeling: one

approach is through theoretical analysis and the other is through experimental testing and

data processing. Using the first approach, a designer must have sound knowledge of the

process and the laws of physics, mechanics, thermodynamics, etc., which govern the

behavior of the dynamic system. However, there are some processes or phenomena which

are too complicated to model theoretically and the parameters of the processes have to be

determined experimentally. In these cases, system identification methodology can provide

the tools that are needed to solve the modeling problems. Even when a mathematical

model of system can be derived through theoretical analysis, the system identification

method can still play an important role in verifjing the correctness of the mathematical

model or formulas which determine the parameters of the mathematical model.

In Chapter 3, the mathematical model of the tracking control system was established

through theoretical analysis. Formulae were derived to calculate the natural fiequency and

the damping coefficient of the system. The natural frequency and damping coefficient of

the actuator were formulated using Equations (3.19) and (3.20) where these twc

coefficients are functions of the bulk modulus of the hydraulic oil. However, the effective

bulk modulus of the hydraulic oil cannot be precisely determined through theoretical

analysis because of the complexity of the hydraulic lines and the uncertainty as to the

amount of air entrapped in the lines. A number of assumptions were made, therefore, to

simplifL the derivation of the mathematical model which otherwise would have been too

complicated to solve. One of the assumptions made was that the transmission time of the

Page 116: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

pressure wave to propagate through the hydraulic lines was zero. The correctness o f the

assumptions and the theoretical calculations to determine the value of the effective bulk

modulus of the hydraulic oil can be verified by the system identification method.

Based on the amount of a priori knowledge of the system to be identified, the

problem can be divided into two categories. The first is called the black case problem, or

the complete identscation problem, where the characteristics of the system to be

identified are completely unknown. This is the most difficult problem in system

identification. The second is called the gray case problem, or the incomplete identification

problem. In this problem, the characteristics, such as the order of the dynamic equation or

the bandwidth of the response of the system to be identified, are only partially known.

Like most identification problems encountered in engineering practice, the identification

problem described in this Chapter belongs to the second group.

Compared to other algorithms such as the adaptive control algorithm and the

conventional PID control algorithm, the optimal tracking control algorithm needs more

precise system parameter values t o achieve good tracking performance. Although some

parameters such as the natural frequency and damping coefficient of the system can be

approximated by analytical methods, some parameters such as the time constant o f the

valve cannot be determined using analytical methods. Instead, experimental methods are

more efficient and more reliable for determining the values of these parameters. However,

since the parameters vary when the robot manipulator is in motion, the estimation of

parameters should be updated when the robot manipulator moves to a new position. For

this particular application, the displacement and the parameter variation of the robot

manipulator, which correspond to a hole-to-hole shift, were made to be relatively small so

that parameter estimation could be implemented off-line at each drilling position. (The

Page 117: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

maximum displacement of the actuators corresponding to the hole-to-hole shift of the

robot manipulator is usually less than one tenth of the stroke length of the actuators.)

During the process of system identification, signals are fed into the system to be

tested and the output of the system is sampled and recorded. The general identification

problem is to determine a complete description of relationships between the input states of

the system and its output states. There are a number of input signals that can be used for

dynamic system identification. These include signals such as a sine wave signal, a random

signal, an impulse signal, or any other signal which can sufficiently excite the system to be

identified. Selection of the input signals for system identification is highly dependent on

the application. A brief review of methods of system identification using these different

type of input signals are given in the following paragraph. Based on this discussion the

triangle pulse input method was selected by the author in this study.

Sine wave signals are widely used for system identification when the dynamic system

is to be described in the frequency response domain. During system identification, sine

wave signals are fed into the system. If the system is linear, its output is also in the form of

a sine wave, but its magnitude and phase are different from that of the input sine wave.

Although sine wave signals are one of the most convenient input signals available for

testing the frequency response of a system, the fiequency response test has to be

conducted at several frequencies over the whole fiequency spectrum of interest in order to

obtain the complete frequency response characteristics of the dynamic system. In addition,

several stable wave cycles of the output response of the system have to be sampled and

recorded at each frequency of interest to obtain good parameter estimation. This process

could be very time consuming if the natural frequency of the system to be identified is very

low. (The lowest natural frequency of actuators of a drilling robot was estimated to be less

Page 118: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

than 3 Hz. To record a stable sine wave response at a single frequency point of the whole

frequency spectrum may need several seconds.)

The advantage of using a random signal input for system identification is that it has

the potential of being implemented in an on-line manner. However, this method was

rejected for this application because of the following two reasons:

1) The random signal input may cause vibration in the robot manipulator for a

sustained period of time. This is undesirable because the vibration could generate a large

inertial load on the positioning mechanism and accelerate mechanical wear in the link

bearings.

2) The random signal input may cause the piston to drift a large amount because the

actuator is a single rod end type.

Adaptive control provides tools for on-line parameter identification when the system

operates under normal conditions. The adaptive control algorithm is not only able to

estimate the parameters of the system, but also able to adjust the controller to obtain the

desired control performance. However, when a normal input signal cannot sufficiently

excite the system, an additional dither signal is needed to provide the necessary source of

excitation for the system. The potential of implementing adaptive control in this

application will be discussed in Chapter 5 of this thesis. The actual implementation of the

adaptive control algorithm is outside of the scope of this thesis.

For a theoretical system, an impulse signal can be used for system identification.

Once the transfer knction of the system has been determined, the impulse input signal can

be used to determine the parameters of the system. However in an actual system, an ideal

Page 119: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

impulse signal cannot be generated because there is no a physical system which can

generate the ideal pulse with infinitely small width and infinite large magnitude. Instead, a

triangle pulse signal can be easily generated and used for system identification, and a

convolution integration method used for determining the system response. This was the

method adopted in this thesis for the implementation on the actual system.

The advantages of using a triangle pulse input for system identification over the other

methods previously stated are as follows:

1 ) With the impIementation of parameter estimation using a triangle pulse input, the

response test time is minimized and the iterative estimation of parameters can be

implemented in parallel with the operation of the drilling process. The test time of the

impulse response is less than 1 second for each operation. This test time is small compared

to a period of about 3 minutes for a drilling cycle.

2) The parameter estimation method can be implemented for both directions in

which the piston moves. This feature is usehl for this application because the pistons used

in the positioning mechanisms of the system were of the single rod end type and parameter

estim>i;i.*,r in both directions of movement are required. This would be impossible if the

input signals were random or sinusoidal.

3) Because the test time of the triangle pulse response is very short, there is less

disturbance to the positioning mechanism than if other methods were used.

4) Parameter estimation using a triangle pulse input is easier to implement than the

on-line parameter estimating method.

Page 120: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

4.2 Triangle Pulse Response of the System

One of the difficulties involved in the parameter estimation of the system using

proportional valves was due to its high order transfer hnction and because of its slow

response speed compared to servo valves. A servo valve control system can usually be

modeled by a third order transfer function in which the servo valve is simply modeled by a

constant gain because the time constant of the valve is much smaller than that of the

actuator, or the natural fkequency of the servo valve is much higher than that of the

actuator. However, the time constant of a proportional valve control system usually

cannot be neglected because its d u e is close to that of the actuator.

In Chapter 3, the dynamic system of the tracking control system using a stepping

motor driven valve was modeled by a fifth order mathematical model. The input to the

system was the pulse rate u, and the output of the system was the displacement of the

piston. The high order of the system made it difficult to determine the parameters of the

system through system identification. To simplie this problem, the author introduced an

ideal rotary spool displacement, which is equal to the integration of the input pulse rate, to

facilitate data processing. The prospective signal transformation through the stepping

motor driven valve is schematically illustrated in Figure 4.1. As seen from this Figure, the

input signal or stepping rate was fed into the ideal sampler and became a discrete pulse

rate (approximately) which passed through the data hold and the integral element of the

system. The output of the integration element was a triangle pulse shape and could be

considered to be the ideal rotary spool displacement, which did not include the dynamics

of the valve or the stepping motor. The system transfer function which does not include

the integration element of the stepping motor is given, therefore, by

Page 121: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

Y(s) - - Kv I A, - - ~ , w ' 1 (A, T, ) s' 2s s(s + 1 l T,)(s' + 26rrrs + 02)

s(T"s+I)(-+-s+l) W' 0

where xv is the ideal displacement of the rotary spool of the valve.

Figure 4.1 The signal transformation through the digital control system incorporating a

stepping motor driven proportional valve.

The system impulse response is determined by using the inverse Laplace transformation:

Y *

U

2'

where Xv (s) = 1 .

It follows that

W ) = f ( t ,Kv ,T , ,w9

where

K , p 2 / (A , -T,) s(s+1/T,)(s'+26m+o2)

1 - e-sT

s

I .r, - s )

Page 122: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

The system response y( t ) to an arbitrary input r( t ) can be determined by using the

convolution integration:

For the time interval [O,tb] the convolution integration can be approximately determined

where

Equation (4.4) was used for determining the triangle pulse respulse of the system.

Page 123: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

4.3 Non-Linear Least-Squares Method for System Parameter Estimation

Since the triangle pulse response o f the system was o f non-linear form, the non-linear

least-squares method was used for the system parameter estimation. The implementation

of the non-linear least-squares method [3 1, 321 for iterative parameter estimation is

introduced as follows.

The response of the tracking control system is given by:

Y = f ( f , 8 ) = f ( t , K v , T v . ~ , 6 ) (4.5)

where

@ = LO,, e,, 61, 821' =[& Lo, 61 (4-6)

Assuming that the observed value of y at tk is yk. k=1,2,3,. . .N. A set of equations can be

obtained based on the observed values:

The fitting error is defined by

en = y k - f ( lk ,8) , k=1 ,2 ,..., N(24)

and the index fimction is defined by

The principle of the nonlinear least-squares method is to linearize f ( t , ,8) and to

determine the values of vector8 to make J(8) to be minimum.

where

Page 124: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

do) is the initial estimated parameter vector which is composed by Kv, T,, qand S . as

q a s g shown in Equation (4.6). The partial derivatives of -, - - . and - ae, ae, ' a, %e 24

determined by

where

Page 125: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

where

where

Substituting Equation (4.10) into Equation (4.9) yields

To make J(@ + min . A should satisfy

Page 126: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

where

i = l , 2 ,... 4. and j = l , 2 ,... 4.

From (4.13) it follows that

Page 127: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

The nonlinear least-squares problem in Equation (4.7) was converted to the linearized

form given in Equation (4.14). As long as A is non-singular, A can be determined by

A=A- 'V

Therefore, 0 can be determined by

8= go) + A

For practical implementation, the initial ~ a l u e 0 ' ~ ) may be far from the true value of 0 and

the error caused by linearization cannot be neglected. Therefore, t3'0' + A is not equal to

8, but is usually closer to the true value of 0 . Using 8"' + A as a new initial value of 0

for the next run of the iterative computation, a new A can be determined. This iterative

computation continues until Inequality (4.1 8) is satisfied. One of the limitations of the

Guassian-Newton method is that if the selection of 8'0' is too far fiom the true value of

8, the assumption made for Equation (4.10) cannot be satisfied and the iterative

computation may not converge. This limitation can be extended by introducing a damping

coefficient 2 as shown in Equation (4.19). This method is called the damped Guassian-

Newton method [32] and was implemented by the author of this thesis for the parameter

estimation of the tracking control system.

Page 128: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

4.4 Experimental Testing and Data Processing

Experimental testing was carried out to venfL the feasibility of the scheme to test the

system response using a triangle pulse input and implementing the nonlinear least-squares

method for system identification. During testing, SO pulses were fed into the valve at a rate

o f 500 steps per second and the direction of the stepping motor was switched at the 25

step spool displacement location. The output of the system, the displacement of the pitch

control piston, was sampled at a rate of 1000 Hz and recorded to determine the response

of the system to the triangle pulse input. The triangle pulse response of the system was

investigated in four different cases where the robot boom had different lengths and

different directions of motion. The test results are shown in Figures 4.2 (a) to 4.5 (a). In

these figures it can be seen that the noise had a significant influence on the test results. In

order to minimize the influence of the noise, the signals were processed through:

1) rejection of abnormal signals.

2) moving average.

A simple algorithm used for the rejection of the abnormal signals is:

if I A , - A , I > d ,

then let A, = A, .

Here d is a positive value which specifies the maximum difference of the magnitude of two

adjacent sample data. The value of d can be determined by inspection of the curves of the

sampled data points or based on the standard deviation of the noise which can be

determined fiom a statistics study of the noise signal. The former method was used by the

author of this thesis. A, and A, are magnitudes of the signals at adjacent sample time r ,

and t , . Figures 4.2 @) to 4.5 (b) show the responses of the system after the signals were

processed using the two steps stated above.

In order to estimate the values of the parameters of the system a software program

implementing the nonlinear least-squares method was developed. The code of this

Page 129: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

program is presented in Appendix C. The processed data of the triangle pulse responses

were used as the input data to the program. The program runs of the iterative estimation

of the parameters for four different cases (different boom length and different piston

motion directions) are given in Tables 4.1 to 4.4. It can be seen from these program runs

that the iterative parameter estimations converge to the stable values shown in Table 4.5.

Each of these program runs took only a few seconds on an IBM-PC/DX2 66 MHz micro-

computer. Table 4.5 reveals that the values of the parameters vary not only when the

boom length of the robot change, but also when the direction of motion of the boom

changes. The following conclusions can be drawn from observing the results in Table 4.5:

(I) The flow gain has the most insignificant variation ( about 15%) of the four

cases compared to the variations in other parameters.

(2) The natural frequency of the system has a larger value, and the damping

coeficient has a smaller value, when the boom of the robot is lowered than

when it is raised,

(3) When the boom length increases, the natural frequency of the system increases,

but the damping coefficient has no significant change.

(4) The time constant of the valve increases when the boom length increases. The

time constant has a smaller value when the boom is lowered than when it is

raised.

Page 130: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

Time (sec)

(a) The test curve of the triangle pulse response

Time (sec)

@) The curve o f the response after the sampling data were processed

using the moving average method.

Figure 4.2 The triangIe pulse response of the system when the robot

boom had a minimum length and was raised

Page 131: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

Time (sec)

(a) The test curve of the triangle pulse response.

Time (sec)

(b) The curve of the response after the sampling data were processed

using the moving average method.

Figure 4.3 The triangle pulse response o f the system when the robot

boom had a minimum length and was lowered.

Page 132: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

Time (sec)

(a) The test curve of the triangle pulse response.

Time (sec)

@) The curve of the response after the sampling data were processed

using the moving average method.

Figure 4.4 The triangle pulse response of the system when the robot

boom had a maximum length and was raised.

Page 133: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

Time (sec)

(a) The test curve of the triangle pulse response

Time (sec)

@) The curve of the response after the sampling data were processed

using the moving average method.

Figure 4.5 The triangle pulse response of the system when the robot

boom had a maximum length and was lowered.

Page 134: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

Table 4.1 Program run when the robot boom had a minimum length and was raised.

Sample Data File: puprninl .dat ***** Input Data (IDEN-DAT) *****

n npr nprl N dt a1 ad 500 10 1 10 0.001 15.20 0.0050

Initial Estimation: kvO td0 omega0 delta0

4-26 I 0.0290 33.0000 0.2100

***** Output of IDEN-CPP ***** Parameter Estimations:

kv td omega delta 4.26 1 0.0290 33 .OOOO 0.2 100 2.348 0.0269 34.582 1 0.2478 2.3 11 0.0268 34.8473 0.2352 2.307 0.0272 31.7642 0.2248 2.3 12 0.0270 35.00 19 0,2272 2.307 0.0272 34.7627 0.2 199 2.3 14 0.0270 35.070 1 0.2267 2.306 0.0273 34.7 lo8 0.2 179 2.3 15 0.0269 35.134 1 0.2279 2.304 0.0274 34.6287 0.2 159

Table 4.2 Program run when the robot boom had a minimum length and was lowered.

Sample Data File: pdmin M a t ***** Input Data (IDEN.DAT) *****

n npr nprl nr dt a 1 ad 500 10 1 10 0.001 20.26 0.0050

Initial Estimation: kv0 tdO omega0 del taO 4.261 0.0290 33.0000 0.2100

***** Output of IDEN-CPP ***** Parameter Estimations:

kv Ld omega 4-26 1 0.0290 33.0000 2-29 1 0.0222 35.8260 2.334 0.0104 46.7014 2.255 0.0 172 39.852 1 2.293 0.0212 41.83 10 2.302 0.0 165 44.1935 2.276 0.0 180 43.49 13 2.29 1 0.0 175 44.2870 2.276 0.0 178 43.7000 2.289 0.0 177 41.2 142

delta 0.2 100 0.3 137 0.54 14 0.048 1 0.1229 0.1892 0.1651 0.1749 0.163 1 0.1697

Page 135: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

Table 4.3 Program run when the robot boom had a maximum length and was raised.

Sample Data File: pupmx 1 da t ***** Input Data (IDEN-DAT) *****

n npr nprl nr dl a1 ad 500 10 1 10 0.001 15.20 0.0050

Initial Estimation: kvO tdO omega0 delta0 4.26 1 0.0290 33.0000 0.2 100

***** Output of IDEN.CPP ***** Parameter Estimations:

kv t d omega 4.261 0.0290 33.0000 2.283 0.0358 29.3862 2.383 0.0407 28.5047 2.394 0.0380 29.1600 2.376 0.0395 28.1372 2.396 0.0381 29.1222 2.376 0.0394 28.4308 2.396 0.038 1 29.1177 2.376 0.0394 28.4275 2.396 0.038 1 29.1 189

delta 0.2 100 0.2042 0.1985 0.2288 0.2 1 18 0.233 I 0.2138 0.2338 0.2140 0.2339

Table 4.4 Program run when the robot boom had a maximum length and was lowered.

Sampling Data File: pdmas l .dat ***** Input Data (IDEN.DAT) *****

n npr nprl nr dt a1 ad 500 I0 1 10 0.001 20.26 0.0050

Initial Estimation: kvo tdO omega0 delta0 4.26 1 0.0290 33.0000 0.2 100

***** Output of IDEN-CPP ***** Parameter Estimations:

lw td omega delta 4.261 0.0290 33.0000 0.2 100 2.707 0.0248 36.0450 0.2770 2.647 0.0255 36.2505 0.2 122 2.656 0.0256 36.8023 0.2017 2.645 0.0260 36.4872 0.1857 2.658 0.0258 36.9 127 0.1907 2.645 0.026 1 36.5722 0.1822 2.656 0.0259 36.8995 0.1880 2.637 0.026 1 36.62 18 0.1822 2.656 0.0259 36.87 18 0,1870

Page 136: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

Table 4.5 The results of parameter estimation.

K, r, W S

( cm3 I sec /step) (set) (radsec)

rnin. and raised 2.304 0 -0274 34.6 0.216

rnin. and lowered 2.289 0.0 177 44.2 0.170

max. and raised 2.396 0.038 1 29.1 0.234

max. and lowered 2.656 0.0259 36.9 0.187

Page 137: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

5 DISCUSSION, CONCLUSIONS AND RECOMMENDATIONS

5.1 Discussion and Conclusions

During the recent past, work has been done on using computer controlled automatic

drilling rigs to replace the tedious and highly skilled manual operations of tunnelling in

adverse environments. Although the early research work and field prototype tests of these

automatic drilling rigs ( m d e in Japan and Norway) demonstrated improved dlilling

precision and cost d u c t i o n s in tunnel construction compared to manually operated

hydraulic drilling rigs, the performance (precision and speed to position the drilling boom)

of the early automatic drilling rigs needes improvement. On the other hand, the high initial

investment is still one of the major reasons that deter hydraulic robots from being widely

used in tunneling applications. Performance improvements and cost reductions of the

hydraulic drilling robot were. therefore, two of the important issues in the development of

a new hydraulic drilling rohot and were considered in this thesis.

In order to contribute to the develop the new hydraulic drilling robot, the studies

were carried out on three different hut related subjects. The first was the kinematics study

of an eight-degrees-of-freedom hydraulic drilling robot which has a tripod arrangement in

hydraulic cylinders to improve positioning stiffness of the robot manipulator. The second

was the implementation of an optimal tracking control algorithm to improve the tracking

precision and to increase the positioning s p d of a two-degrees-of-freedom experimental

hydraulic robot. The third was he design of the tracking control hydraulic system using a

low cost stepping motor driven proportional valve which incorporated a pressure

compensator to stabilize the flow gain of the valve and automatically compensate for load

disturbances. The design considerations, theoretical studies, and experimental test results

Page 138: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

related to these three approaches which have been presented in this thesis will now be

reviewed and discussed in the following sections.

5.1.1 Manipulator Kinematics

The drilling boom, which has a tripod arrangement, improved the positioning stiffness

and stability under large Ioad disturbances in tunneling applications, compared to drilling

booms using other arrangements [4]. The kinematics studies on this type of manipulator

provided the foundation for further studies on the dynamics analysis and the optimal

tracking control of the robot manipulator.

Research on the manipulator kinematics dealt with the kinematics modeling of an

eight-degrees-of-freedom drilling robot with a tripod arrangement. The research focused

mainly on developing a method for solving the inverse kinematics problem and using a

graphic simulation method for verifLing the correctness of the solutions of this problem.

These same methods can potentially be used for real-time monitoring of the hydraulic

robot manipulator in a tunnelling operation.

Two parts of the kinematics problem, the direct and the inverse problem, were

discussed in Chapter 2. For the first part, the coordinate frame ( or coordinate system) and

the homogeneous transformation matrices were established to describe the positions and

orientations of the links of the robot manipulator in their motion space. For the second

part, the equations were established for the inverse kinematics problem. From the solution

of this inverse kinematics problem, a set of joint coordinates, corresponding to an arbitrary

given position and orientation of the drilling tool of the robot, could be found. In general,

the solution of the inverse kinematics problem is complex and not unique. Efforts were

made by the author to restrict the problem to one feasible solution by providing the

additional positioning constraint (confining the origin of frame 5 in the given plane which

Page 139: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

is parallel with the work face) for this particular application. A combination of numeric

and analytical (algebraic) methods was developed for solving the inverse kinematics

problem. Graphic simulation results were used for verifLing the sotution (visualizing the

position of the drilling tool and checking the mechanical interference of the positioning

mechanisms) while the drilling robot boom was positioned to a set of joint coordinates

determined by the solutions to the inverse problem.

5.1.2 Optimal Tracking Control

The optimal tracking control algorithm was designed and experimentally implemented

to improve tracking precision and increase the positioning speed of the experimental

hydraulic robot manipulator. Because of the rapid development of computer technology

in the past decade, the cost of computers has decreased dramatically and as a result, more

sophisticated control algorithms, such as optimal control algorithm, can be implemented at

a fairly low cost today.

The design of the controller was based on a multiple-input fifth-order discrete state

space model and an optimal tracking control algorithm. The Kalman filter was designed

for observing the state variables of the digital control system and for providing the

feedback signals of all of the state variables. The control scheme can make the dynamic

system track the given trajectories of displacement, velocity, and acceleration over the

entire time interval by using the closed-loop control law.

The model of the stepping motor driven valve was an interesting problem because the

valve was made up of a combination of digital and analog components driven by a digital

control system. A tentative approach to modeling the stepping motor drive valve was

presented in Chapter 3. This approach is considered to be suitable for similar digitally

controlled valves whose flow rate is proportional to the number of input pulses.

Page 140: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

For implementing the optimal tracking control algorithm, feedback signals of

displacement, velocity, and acceleration of the piston were needed. If the transducers

would have been used to generate these signals, the complicated wiring and

instrumentation would have made the system very costly and unreliable. The Kalman filter

was designed, therefore, to observe the state variables of the digital control system and to

provide all of the feedback signals which were needed by the optimal controller to

synthesiie the control signals.

Computer simulations were camed out to investigate the influences of parmeters o n

the performance of the tracking control system. The simulation results showed that the

flow gain of the valve had the most significant influence of the performance of the optimal

tracking control system. The other parameters (the time constant of the valve, the natural

frequency and the damping coefficient of the actuator) had relatively small influences. This

indicated that the successfL1 implementation of the optimal tracking control algorithm

depends mainly on the precise determination of the flow gain of the control valve.

5.1 -3 Hydraulic System and Experimental Testing

The optimal tracking control system was experimentalIy tested in a hydraulic circuit

using stepping motor driven valves incorporating pressure compensators. Since the

performance and the cost of the hydraulic robot are largely dependent on the hydraulic

system, especially on the control valves of the hydraulic system, a great deal of efforts was

put into the development of the new hydraulic valve and the rest of the system to meet

the requirements of this application.

Page 141: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

The difficuhies involved in the design of the optimal tracking control system were

due to non-linearities, time varying parameters, and operational uncertainties in the

hydraulic robot. Of particular importance is that, the flow gain of the control valve varied

as the operating point varied. (The variation in the load pressure also caused the variation

in the flow gain.) These made it difficult for a conventional PID control system to achieve

good performance (small tracking error, fast response, and stability).

In this thesis then, a practical approach to the design of the control system of the

hydraulic robot was implemented. The hydraulic control system included a stepping motor

driven proportional valve incorporating a pressure compensator for stabilizing the flow

gain of the valve and automatically compensating for load disturbances which are

comprised of complex combination of inertial, centrifugal, Coriolis, and gravitational

effects in addition to fiction forces when the robot is in motion. In this research, the

feasibility of using such a stepping motor driven proportional valve to implement the

optimal tracking control system of the hydraulic robot was carried out. The tracking

control system with this valve arrangement is considered to be feasible because the

stepping motor driven valve is more rugged and less expensive than servo valves or

conventional andog proportional valves. As well, fairly good tracking control

performance of the system could be achieved with these types of valves.

Comparison between two optimal tracking control systems, one using a stepping

motor driven proportional valve incorporating a pressure compensator and the other using

a conventional analog proportional valve, was made though experimental testing. The

experimental test results showed that the pressure compensator built into the designed

valve was able to stabilize the flow gain of the valve and automatically compensate for

load disturbances so as to make the designed system insensitive to parameter variations.

Therefore, the parameter updating of the control system was eased and could be

Page 142: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

implemented less frequently than a system using a conventional analog proportional valve

which necessitates on-line parameter updating and requires more sophisticated control

algorithms. The experimental test results also showed that the designed hydraulic system

and the optimal tracking control algorithm could be successfully used in the robot control

system for tracking the given trajectories of displacement, velocity. and acceleration.

The experimental test results showed that the designed hydraulic system and the

optimal tracking algorithm were feasible for this application.

5.1.4 Parameter Estimation

Since the optimal tracking control system relied on the knowledge of the parameters

values of the control system, parameter estimation using the triangle pulse input and the

nonlinear least squares method was implemented in Chapter 4 for determining these

values.

The triangle pulse response of the system was obtained using the convolution

integration method. and the parameter estimations of the tracking control system were

obtained using the non-linear least-squares method. This method is considered to be

feasible for this application because it is fast, it causes small disturbance, and it can

separately identify the parameters of the system when the piston moves in either direction.

The test results showed that this method could be successfully applied to the hydraulic

robot system.

5.2 Suggestions for Future Work

1) Although good tracking control performance of the hydraulic robot manipulator

was achieved, the tracking error of the experimental tests was larger than the tracking

error in the simulation results. The major reason for this difference is that the flow rate of

Page 143: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

the proportional valve was nonlinear. In addition, there was a time delay in the flow

response of the valve. The nonlinearity of the valve (or the system) was not accounted for

in the optimal tracking control algorithm used in this study. The simulation results also

showed that the variation in the flow gain of the proportional valve had a relatively

si-cant effect on the performance of the tracking control system compared to other

parameters (damping coefficient, natural frequency. and time constant). The performance

of the optimal tracking control system could be improved if the nonlinearity problem of

the proportional valve was rectified. The nonlinear characteristic observed through

experimental testing was saturation. The characteristics of the proportional valve could be

improved in two ways. One is the hardware approach; that is, redesigning the shape of the

flow metering orifice and edarging the flow passages of the valve. Perhaps a more

convenient method is the software approach or the look-up-table method. Specifically, the

nonlinear relationship of the flow rate and the input to the valve could be calibrated and

the data stored in the memory of the computer. This information could then be used to

determine the desired output command signals to the digital controller to obtain the flow

rate equivalence of an ideal valve.

2) Using 3-way valves in the construction of the tracking control system has the

advantages discussed in Chapter 3; however, two valves are needed for each cylinder. An

alternative approach is to use a 4-way valve instead of the 3-way valve. If the flow

metering orifice of the 4-way valve was properly designed, the feature of pre-open and

delay closure of the pressure supply port of the valve could still be obtained. Although the

4-way valve is more difficult to manufacture than the 3-way valve, only one valve would

be needed to control each actuator. Therefore, the system could be simplified using this

type of valve.

Page 144: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

3) Theoretically, adaptive control is superior to optimal control because the former

has the ability to perform on-line parameter identification and to automatically adjust the

controller to adapt to parameter variations due to changes in the operating point of the

system, or parameter variations due to unknown disturbances [16]. The latter does not

have such an ability. To successfully implement the optimal linear control system, the

parameters of the dynamic system would have to be known, and the parameter variations

from the values at the operating point would have to be small when the robot manipulator

shifted from one hole to another.

The complexity of on-line computations of an adaptive control system is much

greater than that of the optimal tracking control system, especially for a fifth order system

such as the robot manipulator control system. Most computations of the optimal tracking

control system were implemented off-line so that the on-line computation was much

simpler to implement than that used in adaptive control. An investigation should be

carried out to determine whether or not the system could be modeled by a lower order

system because the on-line computations of a frfth order system may be too complicated

to implement if an adaptive control algorithm is used.

For this application, where operating point of the tracking control system changes

from hole to hole, the convergence speed to determine dynamic system identification and

parameter estimation must be fast enough for the adaptive control algorithm to be

implemented successfully. More experimental testing is needed to investigate whether or

not the convergent speed is adequate, or whether an additionai dither signal must be

applied to the system to increase the convergence speed so that improved performance of

the adaptive control system can be achieved.

Page 145: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

4) The experimental test results for system identification showed that time delay

elements do exit in the tracking control system. The computer simulation results showed

that the time delays reduce the precision of the tracking control system. A large time

delay may even result in an unstable system. It was also found that parameter variations

had a larger influence on the performance of the tracking control system in which the time

delay was present than for the ideal system which had no time delay. An investigation into.

and then, an elimination of the sources of time delay, or an improvement in the control

algorithm which takes the time delay element into account, would result in better

performance of the tracking control system.

5) Other topics, such as using computer control to optimize the hammer work and

using computer vision techniques to assist the drilling bit collaring on rock faces which

have ragged shapes, may also be important areas of research related to the development of

the new advanced rock drilling robot.

Page 146: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

1 25

LIST OF REFERENCES

H.W. Richardson, R.S. Mayo, Practical Tunnel Driving, McGraw-Hill Book

Company, Inc. New York, 1941.

U. Langefors, B. Kihlstrom, The Modern Techniaue of Rock Blasting, John Wiley

& Sons, Inc., New York, 1963.

Tunnels and Tunnelling, Dec. 1979 pp. 5 and pp. 14.

E.V. Kirnber, A.L. Lundstrom, "Drill Boom Arrangement", U.S. Patent,

4232849, Nov., 1 1, 1980.

K. Dahi, "Computer Control Comes to Hard Rock Drilling", Tunnels & Tunnelling,

May, 1981, pp. 12-15.

Tohru Mashimo, "Fully Automatic Hydraulic Drilling Rig", Construction Machinery

(a Japanese journal), Dec., 198 1, pp. 49-55.

M.Vukobratovic, M.Kircanski, Kinematics and Trajectory Synthesis of

Manipulation Robots, Series : Scientific-Fundamentals of Robotics 3, Springer-

Verlag, 1986, pp. 138--155.

R. Manseur, K.L. Dity, "A Robot Manipulator with 16 Real Inverse Kinematic

Solution Sets", The International Journal of Robotics Research, Vol. 8, No. 5,

October 1989, pp. 75-78.

G. Zhong, P.N.Nikiforuk, P.R.Ukrainetz, "Kinematics of a Robot Manipulator - A

Hydraulic Drilling Boom", Proceedings of the First International Svmposium on

Fluid Power Transmission and Control, Beijing, P.R.China, Oct., 199 1, pp. 556-559.

J. Denavit, R.S. Hartenberg, "A Kinematic Notation for Lower-Pair Mechanisms

Page 147: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

126

Based on Matrices", Journal of Applied Mechanics, June 1955, pp. 2 15-22 1.

[ 1 11 J.J. Craig, Introduction to Robotics, Addison-Wesley, 1986, pp. 100- 103.

El21 H.E. Memtt, Hydraulic Control Svsterns, John Wiley & Sons, New York, 1967.

[13] I.D. Landau, "Adaptive Control Techniques for Robotic Manipulators - The Status

of the Art", Proceedings of the 1st IFAC S-ymposium, Barcelona, Spain, 1985,

pp. 17-25.

[I41 S. Ananthakrishnan, R.M. Fullmer, "Experimental Adaptive Control of a Four-

Axis Hydraulicdly Actuated Robot", International Journal of Robotics and

Automation, Vol. 6, No. 4, 199 1, pp. 2 10-2 19.

[ 1 51 K.S. Narendra, A.M. Annaswamy, Stable Adaptive Svstem, Prentice Hall,

Englewood Cliffs, N. J. 1989.

S. Sastry, M. Bodson, Adaptive Control - Stability. Convergence. and Robustness,

Prentice Hall, Englewood Cliffs, N.J. 1989.

T.C. Hsia, "Adaptive Control of Robot Manipulator - a Review", Proceedings of

1986 E E E International Conference on Robotics and Automation, April, 1986,

Vol. 1, pp. 183- 1%.

G. Zhong, P.R. Ukrainetz, P.N. Nikiforuk, "Development of a Digitally Controlled

Proportional Valve", Proceedings of the Fifth Bath International Fluid Power

Workshop on Circuit. Component & S~sterns Design, Bath, UK, Sept., 1992,

pp. 2 1 1-224.

C.W. Chuen, J. Leahy, "Microprocessor Based Positional Control of a Mining

Boom Ripper", Proceedings I-Mech E, Aug. 1984, pp. 29-36.

Page 148: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

[20] R.P. Paul, Robotic Manipulators: Mathematics. Proerarnming: and Control, MIT

Press, Cambridge, Mass., 198 1.

[2 11 G. Zhong, Computer Aided Design of a Di~itallv Controlled Proportional VaIve,

Thesis (M.Sc.), University of Saskatchewan, 1992.

C.L. Phillips, H.T. Nagle, Digital Control Svstem Analysis and Design, Prentice

Hall, Englewood Cliffs, N. J. 1990.

F.L. Lewis, Optimal Control, John Wiley & Sons, New York, 1986.

R.E. Kalman, "A New Approach to Linear Filter and Prediction Problems," Trans.

ASME, Series D, Vol. 82, pp. 35-45, 1960.

R.E. Kalman, R.S. Bucy, "New Results in Linear Filter and Predictions", Trans.

ASME, Series D, Vol. 83, pp. 95-108, 1961.

J.S. Meditch, Stochastic Optimal Linear Estimation and Control, McGraw-Hill Book

Company, New York, 1969.

M. Noton, Modem Control Theory, Pergarnon Press Inc. New York, 1972.

Edited by Nanjing Aeronautic Institute, Northwest Industrial University, and Beijing

Aeronautic Institute, Principles of Automatic Control, National Defense Industrial

Publisher, 1982. (Chinese Version)

Han Zhenj in, Ada~tive Control Svstems, Mechanical Industrial Publisher, 1983.

(Chinese Version)

G. Zhong, P.R.Ukrainetz, P.N.Nikiforuk, "Optimal Tracking Control of a Hydraulic

Robot", Proceedings of Fluid Power West, Anaheim, USA, March 1994.

W.D.T. Davies, Svstem Identification for Self-Adaptive Control, Wiley-Interscience,

Page 149: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

a division of John Wiley & Sons Ltd. New York, 197 1 .

[32] Xu Ningshou, System Identification, Mechanical Industrial Publisher, (Chinese

version,) 1986.

Page 150: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

APPENDIX A DEWATION OF TRANSFORMATION MATRICES

In Chapter 2 of this thesis a set of coordinate fiames was established by the author to

describe the position and orientation of the drill boom in the work space, and the 4 by 4

homogeneous transformation matrices used for describing the relationships between the

coordinate fiames were also presented. These transformation matrices are now derived in

more detail as follows:

As can be seen from Figure 2.1, the homogeneous transformation relating fi-arne { 1 )

and h e ( 0 ) is determined by rotating frame (1) about 2, axis by A , . Thus the

transformation matrix 1;, is given by

The homogeneous transformation relating h e ( 1 ) and frame {2) is determined by

performing the following successive transformations: frame (2) first is translated along the

X, axis by LX, , then rotated about the X, axis by 90a, finally rotated about the 2, axis

by A2 . Thus the overall transformation T,? is given by

& = Tmns(XI, U 1 ) R O T ( X l , 90°)ROT(ZLA2) =

where

Page 151: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

The determinations of the transformation matrices 27, , T,, , T,, , T,, , T,, , T,, , T,, ,

T,, , T,, and T, are straight forward very much like the procedures for determining T,,

and q2, and, therefore, the description of the derivations is omitted here. The results are

given as follows:

T,, = ROT(Z,, A,) = 1; 2 y ;I

Page 152: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

where

ROT(Z,, A,) =

where

Trans(X, , LX, ) =

Page 153: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur
Page 154: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

where

T,, = ROT(X, , A , ) =

Page 155: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

where

Page 156: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

where

B ~ O ~ = ROT(ZB,Aw)ROT(YB, A m ) R O T ( Z B , A m ) S

i cos(A,) -sin(A,) 0

ROT(Z , . A,) = sin(A,) COS(A,) 0

0 0 1 1

where (A8 = ASCY, A9 = AsM for simplivng the writing of the matrices)

Page 157: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur
Page 158: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

APPENDIX B CODE OF SIMULATION PROGRAM FOR OPTIMAL TRACKING CONTROL

The simulation program for optimal tracking control was coded in FORTRAN

language. The simulation runs were carried out on a VAXNMS computer system of the

College of Engineering. A math library, called IMSL and installed on the computer

system, was used to facilitate the programming. The following external calls to the

hnctions in this library are illustrated below:

CRGRG:

MURRV:

MRRRR:

MXTYF:

TRNRR:

LINRG:

Copy a real general matrix.

Multiply a real rectangular matrix by a vector.

Multiply two real rectangular matrices, A*B.

Multiply the transpose of matrix A by matrix B, trans(A)*B.

Transpose a rectangular matrix.

Invert a matrix.

The computation steps of the simulation program are illustrated as follows:

I. Read program execution data.

2. Read parameters of the control system.

3. Read the given trajectories of displacement, velocity, and acceleration.

4. Determine the coefficients of matrices A, B, and C. (refer to Equations (3.35) and

(3 -36))

5. Off-line computations to determine time sequences: K, , Ki, S, , and V,

where k = 1, 2 , 3 .. .N- 1. (refer to Equations (3.3 8) to (3.4 1 ))

Page 159: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

6. Off-line computation to determine sequence K(k + 1) of the Kalman filter.

(refer to Equation (3 -46))

7. Read the actual parameters of the control system.

8. Start on-line computation loop.

9. Determine control signal u. (refer to Equation (3 -42))

10. Simulation to determine the state variables (X, ) of the control system

1 1. Measure the state variable X1(3), i.e. the displacement of the piston.

12. Estimate the other state variables using the Kaiman filter.

13. k=k+ 1 ; if k < N- 1, go to step 8; otherwise print the computation results.

The code of the simulation program for the optimal tracking control system is listed

as follows for reference:

C PROGRAM SIMU3 .FOR C OPTIMAL CONTROL OF A ROBOT MANIPULATOR C USING ESTIMATED STATE VARIABLE FEEDBACK C INPUT DATA : SIMU3.DAT C OUTPUT DATA : SIMU30.DAT C N=stage number, N2=output interval count NP==printing interval count C N3=NS=(steps/sec)/(per step)

PARAMETER (N 1 = 100 1) INTEGER N,N2,NP,NS,MM 1 ,I,J REAL Z(5,5),Z 1(5,5),Z2(5,5),COEF( 10) REAL T,TD,OMEGA,DELTkKVA,A 1 ,A,B,N3 REAL TAC,TDAC,OMEGAAC.DELTAAC,AlAC,KVAAC REAL X1(5),X2(5),X(5,Nl),y(3),Y I(Nl),R(3),XD(3,Nl),U,U l(Nl),U2 REAL AD(5,5),BD(5, 1),ADA(S75),BDA(S, l),C(3.5),C l(l,5),B 1(5,5) REAL P(3,3),Q(3,3),RW,S(5,5),S 1(5,5),W5),V25,N 1) REAL K(1,5),KV(1,5),Kl(l75,Nl),KV1(1,5,IUl) REAL T1(1,5),T2(1,1),T3,T4(1,5),T5(5,5),T6(5,5),T7(5,5),T8(5,5) REAL T9(5,3),T 10(5,5),T11(5.5),TL2(5,S),T13(5),T14(5,3),T15(5) REAL T16(1),T17(1),T18(5),T19(5) REAL XE 1(5),XE2(5),XE3(5,Nl) REAL KE(S,l),KE l(S,Nl),P l(5,S),P2(5,5),Rl ,RZG(5,1) REAL T20(5,1),T2 1(1,5),T22(1,1),T23,T24(5,5),T25(5,5),T26(5.5) REAL T27(5,5),T28(5,5),T29(5,5),T30(5),T3 1(5),T32(1.5) REAL T33(1),T3J(l,l).T35.RIX,R2X.P IX

Page 160: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

EXTERNAL CRGRG.MURRV,MRRRRTRNRRLR\CRG-MXTYF,POLRG DATA FMT44/'(3F12.5.1F12.3)'1

DO 1 1=1,3 DO 2 .J=1,3 P(I.JI=O. Q(I,JI=o- CONTINUE CON-lxwE

OPEN(1 ,FILE='SIMU3 .DAT,STATUS='OLD') READ( 1 ,*) N2,NP,T,TD,OMEGA,DELTAAl ,KVA READ( I,*) P( l,l),P(2,2),P(3,3) READ( 1 ,*) Q(l,l),Q(2,2),4(3,3) R W is weighted factor for control signal u READ(I,*) RW READ(I,*) RlX,R2XPlX CLOSE( 1) Input the data of the given path OPEN(2,FILE='WAVE. D AT, STATUS='OLD') READ(2,*) N DO 3 I=l.N READ(&*) XD( l,I),XD(2,1),XD(3,I) CONTINUE CLOSE(2)

T= SAMPLING TIME, TD= DELAY TIME OF THE VALVE DELTA= DAMPING COEFFICIENT, OMEG= HYDRAULIC FREQUENCY A= i ./TD B=2.*DELTA*OMEGA DO 22 I=1,5 DO 23 .l=1.5 Z(I.J)=O. CONTINUE CON-mWE Z(1,2)=1. Z(2,2)=- 1 .m Z(3,4)= 1. Z(4.5)= 1. Z(5,l )=OMEGA*OMEGA/A 1 Z(5,4)=-OMEGA*OMEGA Z(5.5)~-2. *DELTA*OMEGA COEF( 1 )=I. COEF(2)=T COEF(3 )=T*T/2. COEF(4)=T**3/(3. *2.) COEF(5)=T**4/(4.*3. *2.) COEF(6)=T**5/(5. *4. *3. *2.) COEF(7)=T**6/(6,*5.*4.*3 .*2.) COEF(8)=T**7/(7.*6.*5.*4.*3.*2.) COEF(9)=T**8/(8.*7.*6.*5.*4.*3.*2.) COEF(lO)=T**9/(9.*8.*7.*6.*5.*4.*3.*2.)

Page 161: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

CALL POLRG(5.2.5, lO.COEF,Z 13) DO 26 I=1,5 DO 27 J=1,5 ~ ( L J l = Z 1 (Ln c o m CONTrNuE

CALL POLRG(S,Z,S, lO,COEF,Z2,5) BD(l,1)=22(1,2)*KVA~TD BD(2,1)=22(2,2)*KVA/TD BD(3, I)=Z2(3,2)*KVA/TD BD(1,1)=22(3,2)*KVA/TD BD(5.1)=22(5,2)*KVA/TD DO 3 1 I=1,5 =(***I (AW,J)* J = W CONTINUE DO 32 I=1,3 DO 33 I=1,5 c(I,l)=o. c0NTrNu-E CONTINUE C( 1.3)= I. C(2,4)= I. C(3,5)= 1.

CP=CA(T)*P CALL MXTYF(3,5,C,3, 3,3.P13, 5,3,CP15) S 1 (N)=CP*C CALL MRRRR(S13,CP,5, 3,5.C13, 5,5,S1,5)

CP=CA(l-)*P CALL MXTYF(3,5,C.3, 3,3,P,3, 5,3,CP.5) V2(N)=CP*R(N) R(I) (I=1..3) is reference input vector DO 13 I=1,3 R(T)=XW,N) CONTINUE CALL MURRV(5.3 ,CP,5,3,R 1,5,V2) DO 15 I=1,5 V(1, N)=V2 (I) CONTINUE

Page 162: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

* OFF-LR\IE COMPUTATION OF K, KV, S, V * ****************************************

DO 10 M=l, N-l Renew R(1) reference input vector DO 5 I=1,3 R(I)=XD(I, N-M) CONTINUE ****************************************************************** K(K)=(BDA(T) *S(K+ I ) *BD+RW)"(- 1 )*BDA(T)*Sw+l)*AD. S(N)=CA(T))*P*C TI=BDA(T)*Sl CALL MXTYF(S,l,BD.S, 5,5,S1,5, 1,5,Tl,l) T2=Tl *BD CALL MRRRR(l,5,Tl,I. 5,1,BD,5, 1,1,T2,1) RW is weighted factor for control signal u when R W increases, the optimal control signal decreases, T3= 1 ./(T2( l,l)+RW) T4=BDA(T)*S 1 *AD=Tl *AD CALL MRRRR(1,5,Tl,l, 5,5,AD,5, 1,5,T4,l) K(1. I)=TJ(l, l)*T3 K(l,2)=T4(l92)*T3 K(1,3)=T4(193)*T3 K(1,4)=T4(1,4)*T3 K(1,5)=TS( 1,5)*T3 ***************************************** KV(K)=(BDA(T)*S(K+ 1)*BD+RW6(- i )*BDA(T) KV=T3 *BDA(T) DO 90 I=1,5 KV(l,I)=T3*BD(l, 1) COI'rmwE ******************************************* S(K)=ADA(T)*S(K+l)*(AD-BD*K(K))+CA(T)*Q*C T5=ADA(T)*S I CALL MXTYF(5,5,AD,S, 5,S7S1,5.5,5,T5,5) TG=BD*K CALL MRRRR(5,l ,BD.5, 1.5.EC. 1.5.5 ,T6,5) T7=AD-T6 DO 20 1=1,5 DO 30 J=1,5 mI,r)=AD(~,s)-T6(I,J) c o r n CONTINUE T8=T5*T7 CALL MRRRR(S,S,T5,5, 5,5,T7,5, 5,5,T8,5) T9=CA(T)*Q CALL MXTYF(3,5,C,3,3,3,Q,3,5,3,T9,5) T lO=T9*C

CALL MRRRR(5,3,T9,5,3,5,C,3,5.5,TlO75) S=T8+T 10 DO 40 I=1,5 DO 50 J= 1.5 S(I,I)=T8(I,J)+T lO(1.J') C O N T r n

Page 163: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

CONTINUE ************************************************************* V(K)=(AD-BD*K(K))"(T)*V(K+I)+CA(T)*Q*R(EQ V(N)=CA(T)*P*R(N) T1 l=BD*K CALL MRRRR(5,1,BD,5,1,5,Yl,5,5,T11,5) T 12=AD-T 1 1 DO 60 I=1,5 DO 70 J=1,5 T 120, J)=AD(I,J)-T 1 l(1J COI'JTmuE CONTINUE T 12T=T 1293') CALL TRNRR(5,5,T12,5, 5,5,T12T,5) T13=T12*(T)*V2 CALL MURRV(5,5,T12,5, 5,V2, 2, 5,T13) T14=CA(T)*Q CALL MXTYF(3,5.C.3, 3,3,Q,3, 5,3.T14,5) TlS=TlJ*R CALL MURRV(5,3,T14,5,3,R 1,5,T15) Vl=T13+TlS DO 80 I=1,5 V 1 O=T 13 (I)+T l5(I) CONTINUE

COPY S TO S1 CALL CRGRG(S,S,S, S1,5) COPY v1 TO v2 DO 95 1=1,5 V2(r)=Vl(I) CONTINUE STORE K, KV. AND V for On Line Control DO 110 I=1,5 Kl(1,I.N-M)=K(l,I) KVl(l,I,N-M)=KV(l ,I) V(1,N-M)=V 1 (I) CONTINUE CONTINUE

******************************************* * KALMAN FILTER OFF-LINE COMPUTATION * ******************************************* DO 232 1=1,5 G(I,1)=0. C l(l,I)=O. CONTINUE G(l,L)=l. C1(1,3)=1. Rl=RIX R2=R2X

Page 164: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

CONTINUE

KE=P l*C 1 "T*(C 1 *P l*C lAT+R2)"(-1) CALL MXI(TF(5,5,P1,5,1,5.C1,1.5,1.T20,5) CALL MRRRR(1,5,CI,1,5,5~1,5,1,5,T21,1) CALL MXYTF(I,5,T21.1,1,5,Cl,l.1,1,T22,1) T23=l ./(T22(1,1)+R2) DO 240 1=1,5 KE(I,l)=T20(I, 1)*T23 KE 1 ( I , W = W I , 1) c o r n

P2=P1-P1*ClAT*(Cl*P1*C1AT+R2)"(-1)*C1*Pl=P1-KE*C1*P1 CALL MRRRR(S,l,KE,5,1,5,C1,1,5,5,T24,5) CALL -(5,5,T23,5,5,5,P1,5,5,5,T25,5) DO 260 J= 1,s DO 250 I=1,5 P2(I,J)=P l(1,J)-T25(I,J) CONTINUE CONTINUE

P 1=AD*P2*ADAT+G*Rl*WT CALL MRRRR(5,5,AD,5,5,5,P2,5,5,5,T26,5) CALL MXYTF(5,5,T26,5,5,5,AD,5,5,5,T27,5) CALL MXYTF(5,1,G,5,5,1,G,5,S75,T28,5) DO 265 I=1,5 DO 266 J=1,5 T29(T,J)=T28(1,J)*Rl CONTINUE c0NTrNu-E

DO 270 I= 1,5 DO 280 J= 1,5 P 1 (I,J)=T27(I,J)+T29(I,J) COhlTRKE CONTINUE CONTrNuE

*****************************************a**

* ON-LINE COMPUTATION DETERMINING U * .......................................... U(K)=K(K)*XE(K)+KV(K)*V(K+l) OR U=-K*XE l+KV*V

DO 3 10 I=1,5 xE10=0. Xl(I)=o. X(I*l)=Xl(I) CONTINUE u=O. M1=0 u24.

Page 165: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

N3=U/(N2*T*U)= (STEPS/SEC)/(PER STEP) NS=INT((l ./(T*FLOAT(N2))* 10.+5.)/10.) N3=FLOAT(NS)

*********************************************** READ OLD PARAMETERS (ACTUAL PARAMETERS) OPEN(1 ,FILE='ADBD.DAT,STATUS='OLD') READ(l,'(A)') '* AD(5.5)' DO 23 1 I=1,5 READ( 1 ,*) (ADA(I,.J).J= 1 3 ) c o m READ( 1 ,'(A)') '* BD(5,l)' READ( I,*) (BDA(1, 1),I= 1.5) READ(1 ,'(A)') ' T, TD, OMEGA. DELTA, A 1, KVA' READ(1,200) TAC,TDAC.OMEGAAC,DELTAAC,A 1 AC,KVAAC CLOSE( 1)

DO 120 M=I,N-1 Tl6=K*XE 1 DO 130 I=1.5 W,O=KW,I ,W c o r n CALL MURRV(l,S,K.l, 5,XE1, 1, 1,T16) DO 140 I=1,5 KV( l,f)=KVl (I ,I,M) CONTINLTE DO 150 I=1,5 Vl(I)=V(I,M+l) CONTINUE

T17=KV*V1 CALL MURRV(l,S,KV,l. 5.V1, 1, 1,T17)

................................ * SIMULATION DETERh4NING X * ................................ X2=AD*XI+BD*U T18=AD*X1 YlCM)=X1(3) CALL MURRV(5,5,ADA,S, 5,X1, 1, 5.T18) T19=BD*U DO 160 I=1,5 T 19(I)=BDA(I, l)*U c o r n DO 170 I=1.5 E ( I ) = T 18(I)+T l9(I) CONTrNUE DO 180 I=1.5 X(I.M+ 1 )=XZ(I)

Page 166: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

* KALMAN ESTTMATOR ON-LINE COMPUTATION DETARMINING XE * *****************************************************************

CALL MURRV(5,S,AD,5,5,XE19 1,5,T30) DO 3 11 I=1,5 T3 l(I)=BD(I, I)*UlO CONTINUE CALL MRRRR(I,S,C1,1,5,5,AD,5,1,5,T32,1) CALL MURRV(1,5,T32,l75.XE1, 1, 1.T33) CALL MRRRR(l,5,CI,1,5,l.BD,5.1,1.T34,1) T35=T34( 1, l)*U 1 0 DO 320 I=1,5 XE2(I)=T30(I)+T3 1 (I)+KE 1 (I,M)*(Y I(M)-T3 3( 1)-T35) XE3 (I,M)=XE 1(r) XE 1 (x)=XE2(1) c o m CONTMUE

************ OUTPUT *

************ OPEN(9,FILE='SIMU3O.DAT,STATUS='NE W')

WRITE(9,'(A)') I* OUTPUT DATA OF SIMU3 .FOR1 W - m 9 , * )

WRITE(9,'(A)') ' T TD OMEGA DELTA KVA' WRITE(9,200) T,TD,OMEGA.DELTA,A I ,KVA FORMAT(lX, 6F10.3) -(9,*) WRITE(g,'(A)') ' P(1,l) P(2,2) P(3,3) I WTE(9.205) P( Ll), P(2,2), P(3,3) -(97*) WTE(9,'(Nt) ' Q( 1,l) QW) Q(3,3 ' -(9,205) Q( 1-1 ),Q(2,2).4(3,3) -(9, *) W-(g,'(A)') ' RW N N2 NS' WlUTE(9,206) RW,N,N2,NS -(9,*) FORMAT(IX,2E12.1.F12.1) FORMAT(lXFlO.l,3IlO)

Page 167: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

WRITE(9,220) (X(I,I), 1=3,5) 210 CONTINUE 220 FORMAT(IX.15, F8.0,2F10.2, 3F10.1)

-(9**) WRITE(g,'(A)') '* AD(5,5)' =(9,*) DO 237 1=1,5 -(9,*) (AW,JlT),J=1,5)

237 CONTINUE -(9,*) NWTE(9,'(A)') '* BD(5,l)' WRITE(9,*) (BW, 1),1=1,5) W ( 9 ? * ) WRITE(9,'(A)') '* ACTUAL DATA : ' WRITE(g,'(A)') ' T TD OMEGA DELTA A1

# KVA' WRITE(9,200) TAC,TD AC,OMEG AAC,DELTMC, A 1 AC. K V M C r n ( 9 , * ) WRITE(g,'(A)') '* ADA(5,5)' -(9**) DO 233 1=1.5 WRI.E(9,*) (ADA(I,J), J= 1.5)

233 CONTINUE -(9,*) WRITE(g,'(A)') '* BD(3,I)' WRITE(9,*) (BDA(1, 1),I= 1,s) r n ( 9 . * ) CLOSE(9)

m ( 2 , *) WRITE(2,'(A)') ' T TD OMEGA DELTA A1 KVA' WRITE(2,200) T,TD,OMEG&DELTA, A 1 .KVA CLOSE(2) STOP END

Page 168: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

APPENDIX C CODE OF THE PROGRAM FOR PARAMETER ESTIMATION

The program for parameter estimation of the tracking control system was coded in

Borland C+t- The parameters of the control system to be estimated were the flow gain

( Kv ) and the time constant ( T, ) of the proportional valve, and the natural frequency ( o )

and damping coefficient (6) of the actuator. The variable names of the program for these

parameters are: kv = K,, , td = T, , omega = o , and delta = 6. The computation steps of

the program are illustrated as follows:

1. Read program execution parameters.

2. Read parameters of the control system.

3. Read and print initial estimated values of the system parameters.

4. Generate a triangle pulse.

5. Read sampling data obtained from experimental testing.

6. Determine time sequences of the partial derivatives. The variables of the propram

are ilIustrated as follows: (refer to Equation (4.10))

T;kO T k O , fdelta[i] = - b [ i ] = 6, fid[i] = - gk 0 , and fomega[i] = -

X V fl" a

where i and k = 1, 2, 3...n.

7. Determine coefficients of Equation 4.19:

a[i, j] = L(i, j) where i and j = 1, 2, 3, 4.

8. Computing impulse response of the system, using convoIution integration method.

(refer to Equation (4.4))

Page 169: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

9. Determine the variables of Equation (4.19):

b[i] = v, where I = 1, 2, 3, 4.

10. Solve Equation (4.19) and obtain A, where i = 1, 2, 3, 4.

1 I. Compute and print the new estimated values of the system parameters.

(refer to Equation (4.1 7))

12. m=m+ 1 ; if m < nr, go to step 7; otherwise print the computation results.

The code of the program is listed as follows:

11 PROGRAM IDEN-CPP for system identification and parameter estimation I1 estimated parameters: kv, td,omega.del ta #include <stdio. h> #include <fistream. h> #include <strstrea. h> #include <iomanip. h> #include <string. h> #include <math. h> #include " ftoc. h"

const int n 1 =5OO; float kv,t~omeg~del~etdedo,4dl.st&fdphase.a l.dty[n 1 1 ; e~qern "C" void idensub(float*a. int coln, int n, float*b,

int* pivot, int *info); void resp(int nf, int nXfloat dtf.,float kvffloat tdf,float omegaf, float deltafifloat a If); void prockv(int nif, int nf); void proctd(int nif,int nf); void procomega(int nif,int nf); void procdelta(int nif,int nf);

void main(void) (

int ij,kkl.n,npr,nprl,~,m,nO,ni,np.ndt; float t,gain; float yl[nl].yO[n1].fl50] ; float a[4][4],b[4I7x[4],ad; float term 1 ,term2,tenn3,kp ; float kvO,tdO,ornegaO,deltaO,iwa,tda,omegaa,dela ; float £kv[n 1 ],ftd[n l],fomega[nl],fdelta[nl] ; float kvs[30],tds[30],omegas[30],deItas[30];

ifstream is("iden.datl*); I1 fill input buffer

ip> n>>npr>>npr l>>nr>>dt>>a 1 >>ad:

Page 170: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

// read actual parameters of the system iY>kva>> tda>>ornega.a>>deItaa;

/I read and print initially estimated values of the parameters i~>kvO>>tdO>>ornegaO>>deltaO; printf("%f %f O/of Y&", kYO,tdO,ornegaO,dellaO );

// generating a triangle pulse f(i) : /I pulse width=np*ndt*dt

is>>np>>ndt>>gain; for (i=O;i<np;i++)( iU>f[i]; 1 is.close();

for ( i 4 ; icnp; i*) { f( i )qi] *gain; 1

N read the sample data ifstream is 1 ("testa-dat");

/I is.getline(string,S 1); //fill input buffer

for (i=O;i<n;ite){ is 1 >>y 1 [i]; 1 is 1 .close();

I1 repeative estimations for (m==O;m<nr,m*) {

std=sqrt( 1. delta*del ta) ; fd=omega*std ; d=omega*omega-2.*delta*omega/td+ I ./(td*td); dl= 1 ./tddelta*omega ; $(dl = 0.) ( phase=atan(std/(delta))+3. I4 15912.;

1 else ( phase=atan(std/(-delta))+atan(fd/d 1 );

1

/I determine the time sequence of partid derivatives: N fkv[i], Ad[i], fomega[i] and fdela[i], i=0,1,2 ..A.

Page 171: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

prockv(ni,n) ; for (i=ni; i<n; i*) (

fwi l=~[ i l *fill ; I

procomega(ni,n); for (i=ni;i<n;i++) {

fomega[i]y[i]*fi 1 1; 1

procdelta(ni,n); for (i=ni;i<n;i++) {

fdelta[i]=y[i]*fl I]; 1

proctd(ni,n); for (i=ni; i<n;itt) (

fid[i]=ftd[i]+y[i] *fCII; 1

procomega(ni,n); for(i=ni;i<n;i*) (

fomega [i] =fomega [i] +y [i] *flj] ; I

procdel ta(ni,n); for (i=ni;i<n;i++) ( fdelta[i]=fdelta[i]+y[i] *fli] ;

1

I/ determine a(i j)= a (i j ) refere to Eq. (4.13a)

Page 172: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur
Page 173: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

for (i=O;i<n;i++) ( b[O]=fkv[i]*(yl [i]-yO[i])+b[O]; b[l]4d[i]*0fl[i]-yO[i])+b[l]; b[2 ]=fomega(i]*(y 1 [i]-yO[i])+b[2]; b[3]=fidelta[i] *(y I [i]-yO[i])+b[3];

1

int pivot [4], info; for(i=O;i4;i++) { x[i]=b[i];

1

N calling e.xtemal subroutine to solve linear equations (4.14) and (1.19), N returning results in x [i]= A [I].

idensub(&a[O] [O], J,J,.upivot&info);

N improve the initial estimation. refere to Eq. (4.17) kv=lw+x[O J; td=td+x[ 11; omega=omega+x [2] ; delta=delta+x[3]; k= k+ 1 ; if(lc=nprl) ( printf("%f %f %f %f \nW. kv,td,omega,delta ); kl=kl+l ; h s [ k l]=kv; tds[k 1 j=td; omegas F 1 ]=omega; deltasF1 ]=delta; k=O;

1

/I output the computation data FILE *out; o~Hopen(~resp.dat" , "w"); fprintf(out, "***** Input Data (IDEN-DAT) *****\nW); Qrintf(out," n npr nprl N dt a1 ad \nW); fprintf(out,"% %d %d O/od %lO.3f %lO.3f %lO.4fW'. n, npr. nprl, N. dt, al. ad ); fprind(out, "Initial Estimation:\n "); fprintf(ouf " kvO tdO omega0 delta0 \n "); fprintfi(out,"%12.4f %l2.4f %l2.Qf %12.4fWU, kvO,tdO,ornegaO,deltaO ); fprintf(out. "***** Output of IDEN.FOR *****\nV); Qrintfiiout, "Parameter Estirnations:\n"); fprintf(out, " n kv td omega delta h"); i 4 ; fprintf(out, "O/od % l U f %l2.4f %l2.4f %l2.lf\n", i,kvO,tdO,omegaO,deltaO ); for (i=l:i<kl;i*) { fprintf(ouf "%d %l2.Jf %l2.Jf %l2.-lf %t2.UW1. i,kvs[i],tds[i~,omegas[i].deltas[i]);

1

Page 174: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

fpfintf(out, "\n\n"); fprintfiouf "***** Output Data of RESP *****hM); @rintf(out, " t yO(t) y l(t)\nW ); for(i= 1 ;icn;i+=npr) {

t=(i- 1 )*dt; fprintf(ou~"%l0.5f %lOSf %lOSf\n", t@[i],yl[iJ);

1 fclose(out);

1

11 subroutine RESP for determining the impulse response of the system, // using convolution method, results in y[i].

void resp(int nf,int nif, float dtf,float kvf, float tdf, float omegaf. float deltaf,float a lf) { int i ; fIoat tf, phase; float tml,tm2,tm3,tm4,~,

tm 1 =Wornegaf*omegaEl(a 1Ptd.f); tm2=tdE'(omegaf*omegaf); -rnegafYomegaf-2. *deltaf*omegafkE+ 1 ./(tdf*tdf) ; if ((l./tdf-deltaf*ornegaf) = 0.) { phase--atan(sqrt( 1 .deltaf*delta£)/(-deltat))+3.14 lS9/2. : ) else ( phase=atan(sqrt( 1 .deltaf*deltaf)/(-deItaf))+ a tan(omegaf*sqrt( 1. d e l tafcdeltaf)/( 1 ./tdfdeltaPomegaf)) ; 1

for (i=nif,icnf;itt) ( tHoat(i-nif)*dtf; tm3=tdf*e.~p(-Wtdf)/df; tm4=e.q(-deltaf*omegaf*tf)*sin(omegaftsqrt(1 .deltaf*deltaf)*tf-phase)/ (omegaf*omegaf*sqrt(l .deltaf*deltaf)*sqrt(df)); y [i]=trn 1 *(trn2-tm3+tm4);

1 return ;

1

I/ subroutine determining time sequence kv, results in y[i]. void prockv(int nif, int nf) {

int i; float etd 1 ,cdo 1 ,kv,t 1 ; for(i=nif-,icnf;i++) {

t l+oat(i-nif)*dt ; etd l=exp(- 1 Ad* t 1); d o l=exp(delta*omega*t 1); y[i]=omega*omega/(a 1 *td)*(td/(omega*omega)-td*etd l/d+ edo 1 *sin(fd*t 1 -phase)/(ornega* fd*sqrt(d))) ;

1 return;

1

Page 175: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

I1 subroutine determining time sequence td. results in y[i]. void proctd(int nif,int nf) ( int i; float etdI,edol,tl; float teml,term2,tem3,phtdomega2; for (i-rllr,i<nf;i++) {

t 1 =float(i-nif)*dt; etdl=exp(-l./td*t 1); omega2wmega*omega; I/ or pow(omega,2.); edo I =exp(delta*omega* t 1 ); terml=-kv*omega2/(td*td*al)*(td/(ornega2)- td*etd l/d+edo 1 *sin(fd* t 1 -phase)/(omega*fd*sqrt(d))); term2= 1 ./(omega2)-((etd I +etd 1 *t l/td)*d- etd 1 *(2. *delra*omega/td-2./(td*td)))/(d*d); phtd=(fdl(td* td))/d ; term3=(edo 1 *cos(fd*t 1-phase)*(-phtd)*d-edo 1 *sin(fd*t I-phase)* (1 ./(td*td)*delta*omega- 1 ./pow(td,3. )))/(omega* fd*pow(d, 1.5)); y[i]=terml+h*omega2/(a 1 *td)*(term2+te&);

1 return;

1

I/ subroutine determining time sequence omega, results in y[i]. void procomega(int nif,int nf) { int i; float etd1,edo 1 ,t I; float term 1 ,term2,term3,tm3 l,trn32,trn33,phomega,omega2; omega2=omega*omega; for (i=nif-,i<nf;i+t) {

t 1 =float(i-nif)*dt; etdl=exp(-1 ./td*t I); edo 1 =e.xp(delta*omega*t I ); term 1 =2. *kv*omega/(a 1 *td)*(td/omega2-td*etd lldi-edo 1 *sin(fd*t 1 -phase) /(omega* fd*sqrt(d))); term2=2.*td/pow(omega,3. )+td*etd I *(2. *omega-2. *deltaftd)/(d*d): phomega=(stdltd)/d;

tm3 l=edol*(delta*t 1) ; tm32=(tm3 l+edo I *cos(fd*t I -phase)*(std*t 1 -phomega))*omega2*d-edo 1 * sin(fd*t 1 -phase)*(2. *omega*d+omega2*(omegadelta/td)); tm33=(std*pow(ome~4)*pow(d, 1 -5)); term3 =lm3 2/tm3 3; y[i]=tenn l+kv*omega2/(a 1 *td)*(term2+term3);

I return;

1

/I subroutine determining time sequence delta, results in y[i]. void procdelta(int nif,int nf) ( int i; float etd I , d o I ,t 1; float term 1 ,tcrm2,term2 1.tcnn22,tm2 1.tm22: float ddeIta.phdelta.omega2.della2:

Page 176: Development Hydraulic for Tunnel Drillingnlc-bnc.ca/obj/s4/f2/dsk3/ftp04/nq23961.pdf · la forme de microfiche/film7 de reproduction sur papier ou sur format electronique . L'auteur

ornega2=omega*omega; delta2=delta*delta; for (i=nif; i<&,i++) (

t l=float(i-nif)*dt ; etd l=exp(- 1 ./td*t 1); edo 1 =exp(-delta*omega* t 1); ddelta=(-delta*omega2+3. *delta2*omega/td-delta/(td* td)+mega/td) /(std*wt(d)); phdeltadel W/std+std+((-del ta*omega/td+delta2 *ome@)/std+ omega* fd)/d; term 1 =td*etd 1 *(-2. *omega/td)/(d*d); tm2 1=edo l*(*mega*tI)*sin(fd*tl-phase); term2 1 =((tm2 l+edo 1 *cos(fd*t 1 -phase)*(deIta*ornega*t l/std-phdelta))* std*sqrt(d)-edo 1 *sin(fd* t I -phase)*ddelta) ; tenn22=(omega2*( 1 .delta2)*d); term2=tenn2 Menn22; y[i]=kv*omega2/(a 1 *td)*(terrn 1 +term2);

i return:

1