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Appendix  Introduction to track irregularities 1  Description of track irregularity Track geometry irregularity can be described in track or rail related method s, as shown in fig.1. Rail related irregularities are described as  below Track related irregulari tie s can be obtained from rail related ir regulari tie s as  below 2  Definition of track irregularities Irregularities are defined as differences of real track geometry from their ideal positions   道激 Fig. 1 track and rail related irregularity ( up/ below ! ( ( ( ! ( ( ( ( sin ! ( ( ( ( sin ! ( ( ( " "  s  x  s  x u  x  y  s  x  s  x u  x  y  x  x  s  x h  x  z  x  x  s  x h  x  z r l r l = + = = + = ψ ψ  ( ( ( ( ( ( ( ( ( ( ! ( ( ( ! ( ( ( " "  x  y  x  y  s  x  z  x  z arctg  x  x  y  x  y  s  x  s  x  y  x  y  x u  x  z  x  z  x h r l r l r l r l r l + = + = + = + = ψ CrossLevel  x  x Gage  x  s  x  s  s  Alignmen t  x u  x u u ofile Vertical  x h  x h h  N  N  N  N  ( ( ( ( ( ( #r  ( ( ψ ψ ψ  = = = =

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3 Power Spectral Density of Track Irregularity (PSD)

$ sample of real track irregularity is taken as an random process ,which is composed by a

%arity of harmonic wa%es, take %ertical profile irregularity as an e&ample,a random process is

described as:

In which: iΩ means spatial fre'uency of ith harmonic wa%e,described as:

The denominator represents wa%e length.

Fre'uencies in time domain and in spatial domain correspond a coefficient of speed v:

The %ariance of each harmonic wa%e is:

$ccording to the

random %ibration

theory , The %ariance of

harmonic wa%e means

also its power at the

related fre'uency, which

describes the feature of a

random process in

fre'uency domain, and is

ust like auto correlation

function in time domain.

The ma&imum %alue of

auto correlation function

is %ariance. #ut %ariances

at each fre'uency in one plot, a power spectral is

thus obtained. To remo%e the effects of fre'uency inter%al,di%ided each power spectral by related

fre'uency inter%al, a #)* could be obtained. This process is shown in fig.!

#)* function (ω S is an e%en and real function of ω ,take a general form as below:

∑=

+Ω=k

i

iii xb xh1

cos(( ε

ii L/!π =Ω

v Lv ⋅Ω=→= ω π ω /!

!

1

! (1∑=

−=n

j

jhi hhn

σ

h1

Ω1

h1(X)

∆Ω1

Φh1

Φh(Ω) 高 低 不

平 顺

h

顺 道 x

x 0

h(X)

空 顺 角 顺

高 低 不 平 顺

功 率 密 度 Φ

h

fig.! #)* of track irregularity (principle description

+

,

-

!

!

1"

+

,

-

!

!

1"(ω ω ω

ω ω ω ω

aaaa

bbbbS

+++

+++=

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4 Time domain irregularity sample from PSD

(1)mathematic priciple

$ shape filter ( ω j F is constructed from ( !ω S and satisfied flowing form:

)hape filter ( ω j F con%erts a white noise (t f to a colored noise ( con%olution

integral):

λ λ λ d t h f t ut

∫ −="

(((

In which (t h means impulse response of ( ω j F ,or in other words ( ω j F is a Fourier

transform of (t h : ∫ ∞

∞−

−= σ ω ωσ d eh j F j((

The #)* of obtained time domain sample is(note:the #)* of white noise e'ual 1,di%ided

by π ! means in unit rad ,and multiply by ! means one side spectral is used):

((1

!!

11(((( "

!ω ω

π π ω ω ω ω j F j F j F j F S j F S u −⋅⋅=

××⋅−⋅==

)o, this pro%es that (t u is one of sample obtained by fre'uency domain track irregularity

#)*.

For speed v , Ω⋅= vω :

(1

( Ω= S v

S ω ,so:

( )( ) ( ) ( ) ,

,

!

!1"

1"(

1(

v

j

v

j

v

j

v

j

v

j

bbbb

aa j F v

j F ω ω ω

ω

ω ω

++⋅+

+=Ω=

eneral coefficients in v!"m#s are gi%en.

(!)0oefficients of different shape filters of different track irregularities

)hape filter is represented in a general form as below:

,

,

!

!1"

1"

(((

((

ω ω ω

ω ω

jb jb jbb

jaa j F

+++

+=

Instruction of“ad!usted track ”and“need ad!usting track ”

(this track condition is used by Institute of Railway %ehicles, )2T3

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$dusted track :

4eed adusting track :

For different track conditions, all F( w)magnitudes are put in one figure to compare, asshown in fig.

"enerally speaking, t#e ad!usted track e$ui%alent to medium &#inese main line,and

need ad!usting track means 'ad track

$ccording to e&perience, $$R %ertical profile is too much big.

5imited speeds for $$R track of different classes are listed in following table:

Track class

+ 6 - ! 1

Freight car (km/h 17+ 1!8 9+ +- -" 16

#assenger car (km/h 17+ 1-- 1!8 9+ -8 !-

For locomoti%es, because of much hea%ier a&le loads and no empty/full different, the limited

speed should be higher than the table listed, but no %alues are proposed.

!(+9"-.1",-."

""!86."(

ω ω ω

j j j F

++=

!8-6!.""1+98+7+."

"""9!8"+6."(

ω ω ω

++=

j j F

,!((!8,!.1"77-."""7--"!"1."

""1!."(

ω ω ω

ω ω

j j j

j j F

+++=

Alignmen

t:

Vertical

Profile:

Cross lev

el:

!(+9"-.1",-."

""67."(

ω ω ω

j j j F

++

=

!(8-6!.""1+98+7+."

""11-,86+."(

ω ω ω

j j j F

++=

,!((!8,!.1"77-."""7--"!"1."

""16."(

ω ω ω

ω ω

j j j

j j F

+++=

Aligmnent

Vertical

Prifile

Cross Le

vel

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本顺告采用顺,依次顺“ 顺整好” 和“ 需要顺整”

美 AAR顺,依次顺6,,!顺国

" 顺,依次顺“ 低#$” 和“ 高#$”国

本顺告采用顺,依次顺“ 顺整好” 和“ 需要顺整”

美 AAR顺,依次顺6,,!顺国

" 顺,依次顺“ 低#$” 和“ 高#$”国

本顺告采用顺,依次顺“ 顺整好” 和“ 需要顺整”

美 AAR顺,依次顺6,,!顺国

" 顺,依次顺“ 低#$” 和“ 高#$”国

%&不平顺,'

(&不平顺,)

高低不平顺,A*

本顺告(&不平顺顺

+" 顺,-./国

本顺告%&不平顺顺01

“ 顺整好” 2 3AAR顺当

“ 需要顺整” 4 AR!顺51

本顺告高低不平顺顺顺顺1

73AAR+AAR!8顺,9顺好

Fig.(green: adusted , need adusting track/ read: $$R class +,-,!/ blue: germany high, low

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PSD coefficients of **+ track class

$$R track irregularities are gi%en in inch unit system(

*ynamics of Railway ;ehicle )ystem.;iay <. arg, Rao ;. *ukkipati, $cademic #ress, 198-)as shown in following table.

Table: #)* coefficients of $$R track class under inch unit system

=odel

c$f in!

#arameter ;alues of parameters by track class

)ymbol 3nit + 6 - ! 1

$lignmen

t (

((

!

!

!-

!

1

!!

!

φ φ φ

φ φ φ φ

+

+= A

S $

1">-in!/cpf

1">cpf

1">!cpf

". ".6 ".9 1.+ !.8 6."

1"." 1"." 1"." 1"." 1"." 1"."

6.+ 6.+ 6.+ 6.+ 6.+ 6.+

;ertical

#rofile (

((

!!!-

!

1

!!

!

φ φ φ

φ φ φ φ

+

+= A

S $

1

φ

1">-in!/cpf

1">cpf

1">!cpf

".6 ".8 1.- !.6 -.6 7.9

7.1 7.1 7.1 7.1 7.1 7.1

-." -." -." -." -." -."

0ross

le%el (((

!

!

!!

1

!

!

!

φ φ φ φ

φ φ

++= A

S $

1">-in!/cpf

1">cpf

1">!cpf

". ".6 ".7 1.1 1.+ !.

7.1 7.1 7.1 7.1 7.1 7.1

-." -." -." -." -." -."

For compare among different track conditions and for con%enient application in dynamic

software, I)? metric unit system is recommended. For I)? metric unit system, a general form of

#)* e%en and real function representation is used:

circlemm /! ⋅$$R track irregularities gi%en in metric unit system is gi%en in following table.

Take alignment irregularity as an e&ample,1m@.!8"8 ft ( k @.!8"8:

( )((

((

1--

1

1--

11

1--

1(

!!

!-

!1

!!!

!!

!-

!1

!

!!

,! φ

φ φ

φ

φ φ

k

k k A

k

k k

k A

k k S

k k S

+ΦΦ+Φ

⋅=

+

Φ

Φ

+

Φ

⋅=

Φ⋅=Φ m%m#circle

In principle coefficient k reduce %ertical coordinate ( 1 ft#circle@1/k m#circle), magnify

horiAontal coordinate. Further more unit in! in #)* should be changed to m!:For cross le%el the con%ert formula is:

( )( )!

!

!!

1

!

!

!

!

!

!

!

1

!

!

!

,! ((

(

1--

1

1--

11

1--

1(

φ φ

φ

φ φ

φ

k k

k A

k

k k

A

k k S

k k S

+Φ+Φ⋅=

+

Φ

+

Φ⋅=

Φ⋅⋅=Φ

m!m/circle

Table: #)* coefficients of $$R track class under metric unit system

model

circlemm /! ⋅

#arameter ;alues of parameters by track class

symbol 3nit + 6 - ! 1

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