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Structural Dynamics Research Laboratory University of Cincinnati Structural Dynamics Research Laboratory University of Cincinnati Cincinnati, Ohio 45221-0072 USA WWW.SDRL.UC.EDU (513) 556-2720 Copyright © 2001 SHAKER EXCITATION TUTORIAL Considerations and Problems Young Engineer’s Program - IMAC 2001 Excitation Tutorial -1- February 5, 2001

shaker excitation for experimental modal analysis

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Page 1: shaker excitation for experimental modal analysis

Str uctural Dynamics Research Laborator yUniversity of Cincinnati

Str uctural Dynamics Research Laborator yUniversity of Cincinnati

Cincinnati, Ohio 45221-0072 USAWWW.SDRL.UC.EDU

(513) 556-2720

Copyr ight © 2001

SHAKER EXCITATION TUTORIAL

Considerations and Problems

Young Engineer’s Program - IMAC 2001

Excitation Tutor ial -1- Febr uary 5, 2001

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Str uctural Dynamics Research Laborator yUniversity of Cincinnati

Shaker Excitation for Experimental Modal Analysis

Typical Shaker Excitation Test Setup Schematic

Excitation Tutor ial -2- Febr uary 5, 2001

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Str uctural Dynamics Research Laborator yUniversity of Cincinnati

Shaker Excitation for Experimental Modal Analysis

Test Set-up for Shaker Excitation

• Physical Connections, Alignment

• Instrumentation

• Single Vs. Multiple Shakers

• Excitation Signal Type

• Digital Signal Processing

• Data Quality

• Post-Test Considerations

• Modal Parameter Estimation

Excitation Tutor ial -3- Febr uary 5, 2001

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Str uctural Dynamics Research Laborator yUniversity of Cincinnati

Shaker Excitation for Experimental Modal Analysis

Ke y Issues

• Estimate Frequency Response Functions (FRFs) Suit-able for Modal Parameter Estimation

• Minimiz e Digital Signal Processing Errors (Leak-ag e!)

• Minimiz e Small Structural Nonlinearities

• Multiple Reference FRF Data

• Frequency Rang e and Resolution

Excitation Tutor ial -4- Febr uary 5, 2001

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Str uctural Dynamics Research Laborator yUniversity of Cincinnati

Shaker Excitation for Experimental Modal Analysis

Basic Assumptions

• Linearity

• Time Invariance (Stationarity, Consistency)

• Obser vability

• Reciprocity

Error Considerations

• Variance Error: Averaged value equals expected value

• Bias Error: Averaged value not equal to expected value

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Str uctural Dynamics Research Laborator yUniversity of Cincinnati

Shaker Excitation for Experimental Modal Analysis

Test Object Configuration

• Fixed Boundary Conditions

• Free Boundary Conditions

• Shock Cord

• Foam Rubber

• Air Suspension

• Realistic Boundary Conditions

• Match Impedance(s) at Boundaries

• Mass Loaded Boundary Conditions

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Str uctural Dynamics Research Laborator yUniversity of Cincinnati

Shaker Excitation for Experimental Modal Analysis

Other Test Configuration Considerations

• Test Fixturing

• Interaction with Test Object

• Test Object

• Number of References

• Fixed Excitation/Response Locations

• Location of References (Shakers)

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Str uctural Dynamics Research Laborator yUniversity of Cincinnati

Shaker Excitation for Experimental Modal Analysis

Instrumentation

• Shaker Type (electromagnetic, hydraulic, etc.)

• Shaker Control Capability (force matching vs. mo-tion matching)

• Specifications

• Force Amplitude Range (static vs. static + dy-namic)

• Frequency Rang e

• Signal Source (noise, DAC, etc.)

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Str uctural Dynamics Research Laborator yUniversity of Cincinnati

Shaker Excitation for Experimental Modal Analysis

Physical Connections - Shaker to Structure

• Mount Force Transducer on Test Object (glue, screw,vacuum, etc.)

• Connect Force Transducer to Shaker with Stinger (quill,etc.)

• Stiff in Direction of Excitation

• Weak in Transverse Directions

• No Moments or Side Loads on Force Transducer

• No Moments or Side Loads on ShakerMinimiz e Shaker Fixture Motion/Resonances

Excitation Tutor ial -9- Febr uary 5, 2001

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Str uctural Dynamics Research Laborator yUniversity of Cincinnati

Shaker Excitation for Experimental Modal Analysis

Data Quality Issues

• Force Level (High/Low Amplitude , Improper FrequencyContent)

• Loose Exciter Connection (Stinger)

• Load Cell, Shaker Connection Not Perpendicular to TestObject

• Load Cell Not Aligned with Response Transducer atConnection

• Low Batter y Po wer in Transducer Signal Conditioning

• Loose Cable Connections

• Cables Vibrating, Bad or Intermittent Cables

• Electrical and/or Radio Frequency Noise on Data

• Ground Loop

• 50/60 Hertz Noise

• Rattles in Test Object

• Unmeasured Inputs

Excitation Tutor ial -10- Febr uary 5, 2001

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Str uctural Dynamics Research Laborator yUniversity of Cincinnati

Shaker Excitation for Experimental Modal Analysis

Data Quality/Consistency

• Monitor Typical Measurements

• Frequency Response Functions for Noisy Data,Rattles, Frequency Shifts, Amplitude Changes

• Driving Point Frequency Response Function

• Cross Point Frequency Response Function

• Reciprocity Check

• H pq = Hqp

• Monitor Force Spectrum of Each Input

• Equipment Failure , Loose Stinger(s)

• Monitor Force Correlation Characteristics for MultipleInputs

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Str uctural Dynamics Research Laborator yUniversity of Cincinnati

Test Set-Up Examples

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Str uctural Dynamics Research Laborator yUniversity of Cincinnati

Test Set-Up Examples

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Test Set-Up Examples

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Str uctural Dynamics Research Laborator yUniversity of Cincinnati

Test Set-Up Examples

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Str uctural Dynamics Research Laborator yUniversity of Cincinnati

Test Set-Up Examples

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Str uctural Dynamics Research Laborator yUniversity of Cincinnati

Test Set-Up Examples

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Str uctural Dynamics Research Laborator yUniversity of Cincinnati

Test Set-Up Examples

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Str uctural Dynamics Research Laborator yUniversity of Cincinnati

Test Set-Up Examples

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Str uctural Dynamics Research Laborator yUniversity of Cincinnati

Test Set-Up Examples

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Str uctural Dynamics Research Laborator yUniversity of Cincinnati

Test Set-Up Examples

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Test Set-Up Examples

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Test Set-Up Examples

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Str uctural Dynamics Research Laborator yUniversity of Cincinnati

Test Set-Up Examples

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Test Set-Up Examples

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Str uctural Dynamics Research Laborator yUniversity of Cincinnati

Test Set-Up Examples

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Str uctural Dynamics Research Laborator yUniversity of Cincinnati

Excitation Signal Considerations

The type of excitation signal used to estimate frequency re-sponse functions depends upon several factors. Generally,the excitation signal is chosen in order to minimize noisewhile estimating the most accurate frequency response func-tion in the least amount of time. With the advent of the FFT,excitation signals are most often contain broadband frequen-cy information and are limited by the requirements of the FFT(totally obser ved transients or periodic functions with re-spect to the observation window).

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Classification of Excitation Methods

• Steady State

• Slow Swept Sine

• Stepped Sine

• Random

• True Random

• Periodic

• Fast Sine Sweeps

• Pseudo Random

• Periodic Random

• Transient

• Burst Random

• Impact

• Operating

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Excitation Signal Characteristics

RMS to Peak Ratio - This ratio is formed by taking the RMSvalue of the excitation signal over the observation timeperiod (T) compared to the largest value (positive ornegative) in the time period (T). Generally, good excita-tion signals have larger RMS to peak ratios.

Signal to Noise Ratio - This ratio is formed by taking the RMSvalue of the excitation signal over the observation timeperiod (T) over the RMS value of the noise over thesame time period (T). Generally, good excitation signalshave larger signal to noise ratios.

Distortion - Distor tion refers to the ability of the excitationsignal, when averaged, to allow nonlinear characteris-tics in the data to be preserved. Generally, since experi-mental modal analysis is a linear process, excitationsignals that minimize distor tion are considered more fa-vorably. Nonlinear characteristics must be identified byother experimental or analytical techniques.

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Excitation Nomenclature

In order to explain the way in which excitation signals arecreated and sent to the shaker, par ticularly in random test-ing, a number of nomenclature issues must be explained.

Delay Blocks - The number of contiguous blocks of excitationthat take place without the associated input and outputdata being acquired are referred to as the delay blocks(Nd ).

Capture Blocks - The number of capture blocks refers to thenumber of contiguous blocks of time data (excitation(input) and response (output)) that are recorded or cap-tured for each average ( Nc).

Av erage (Ensemble) - The average or ensemble refers to thetotal collection of contiguous time blocks that con-tribute to each power spectral average . The total timeof each average is equal to the sum of the number ofdelay blocks ( Nd ) plus the number of capture blocks(Nc) times the observation period (T) which is the samefor all delay and capture blocks.

Burst Length - Burst length is the percentage (0 to 100%) ofthe average or ensemble time that the excitation signalis present.

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Excitation Nomenclature

Po wer Spectral Averages - The number of power spectral aver-ag es (Navg or Na) is the number of auto and cross spec-tra that are averaged tog ether to estimate the FRF mea-surements.

In order to clarify the preceding terminology, the followingfigure is a schematic representation of the number of con-tiguous blocks of time domain data contributing to one pow-er spectral average . In this example , the two blocks marked"D" represent delay blocks and the four blocks marked "C"represent capture blocks. The total time for each powerspectral average is, therefore , six contiguous blocks of timedata (6 × T seconds of data).

Burst Length (%)0 100

2 3 4 5

Window Function

60 1

Number of Contiguous Time Blocks (6T)

D D C C C C

Total Contiguous Time Per Power Spectral Average

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Random Excitation Methods

Typical Random Excitation Test Setup

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Str uctural Dynamics Research Laborator yUniversity of Cincinnati

Pure Random

• Advantages:

• Fair general excitation type

• Fair signal to noise ratio

• Fair RMS to peak ratio

• Reduces distortion

• Good measurement test time

• Works well with Zoom

• Disadvantages:

• Leakage a serious problem

• More averages required

• Poor characterization of non-linearities

• Typical DSP Window

• Hanning Window

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Pure Random

0 5 10 15 20 25 3010

−3

10−2

10−1

100

101

Spectral line (bin)

Magn

itude

Power Spectrum − Pure Random

Signal Energy Content - Pure Random

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Str uctural Dynamics Research Laborator yUniversity of Cincinnati

Pure Random

Typical Random Signal - Time Domain

0 0.5 1 1.5 2 2.5 3 3.5 4−1

−0.8

−0.6

−0.4

−0.2

0

0.2

0.4

0.6

0.8

1

Time (Seconds)

Am

plitu

de

Random Force

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Str uctural Dynamics Research Laborator yUniversity of Cincinnati

Pure Random

Typical Random Signal - Frequency Domain

0 10 20 30 40 50 60 70 80 90 100−0.5

0

0.5

Frequency (Hertz)

Rea

l Par

t

Random Force

0 10 20 30 40 50 60 70 80 90 100−0.5

0

0.5

Frequency (Hertz)

Imag

inar

y P

art

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Str uctural Dynamics Research Laborator yUniversity of Cincinnati

Pure Random

Typical Random Signal - Frequency Domain

0 10 20 30 40 50 60 70 80 90 10010

−2

10−1

100

Frequency (Hertz)

Mag

nitu

de

Random Force

0 10 20 30 40 50 60 70 80 90 100−200

−100

0

100

200

Frequency (Hertz)

Pha

se (

Deg

)

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Str uctural Dynamics Research Laborator yUniversity of Cincinnati

Pure Random

Typical Random Signal - Frequency Domain

0 10 20 30 40 50 60 70 80 90 10010

−2

10−1

100

101

102

Frequency (Hertz)

Mag

nitu

de

Random Force−Averaged

0 10 20 30 40 50 60 70 80 90 100−200

−100

0

100

200

Frequency (Hertz)

Pha

se (

Deg

)

Excitation Tutor ial -38- Febr uary 5, 2001

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Str uctural Dynamics Research Laborator yUniversity of Cincinnati

Pseudo Random

A pseudo random excitation signal is a random time domainsignal that is constructed from a limited sequence of randomnumbers. Conventionally, the pseudo random excitation sig-nal is constructed in the frequency domain with a uniformamplitude , random phase spectrum at the discrete frequen-cies of the measurement. Therefore , a single time block ofthe pseudo random excitation signal has energy at all fre-quencies of the measurement.

• Advantages:

• Minimum leakage

• Fair signal to noise ratio

• Fair RMS to peak ratio

• Good measurement test time

• Disadvantages:

• Non-linear systems generate periodic noise

• Typical DSP Window

• Uniform Window

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Str uctural Dynamics Research Laborator yUniversity of Cincinnati

Pseudo Random

0 5 10 15 20 25 3010

−3

10−2

10−1

100

101

Spectral line (bin)

Magn

itude

Power Spectrum − Pseudo Random

Signal Energy Content - Pseudo Random

The pseudo random excitation signal is applied to the exciterrepetitively. While the excitation signal is periodic in the ob-ser vation window (T), the response will not become periodicuntil the startup transient has decayed to zero. At this time,one or more averages are taken.

Excitation Tutor ial -40- Febr uary 5, 2001

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Str uctural Dynamics Research Laborator yUniversity of Cincinnati

Pseudo Random

Typical Pseudo Random Signal - Frequency Domain

0 10 20 30 40 50 60 70 80 90 100−1

−0.5

0

0.5

1

Frequency (Hertz)

Rea

l Par

t

Psuedo−Random Force

0 10 20 30 40 50 60 70 80 90 100−1

−0.5

0

0.5

1

Frequency (Hertz)

Imag

inar

y P

art

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Str uctural Dynamics Research Laborator yUniversity of Cincinnati

Pseudo Random

Typical Pseudo Random Signal - Frequency Domain

0 10 20 30 40 50 60 70 80 90 10010

−2

10−1

100

101

102

Frequency (Hertz)

Mag

nitu

de

Psuedo−Random Force

0 10 20 30 40 50 60 70 80 90 100−200

−100

0

100

200

Frequency (Hertz)

Pha

se (

Deg

)

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Str uctural Dynamics Research Laborator yUniversity of Cincinnati

Pseudo Random

Typical Pseudo Random Signal - Frequency Domain

−1 −0.5 0 0.5 1−1

−0.8

−0.6

−0.4

−0.2

0

0.2

0.4

0.6

0.8

1

Real Part

Imag

Par

t

Psuedo−Random Force

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Str uctural Dynamics Research Laborator yUniversity of Cincinnati

Periodic Random

A periodic random excitation signal is a random time domainsignal that is constructed from an unlimited sequence of ran-dom numbers. Conventionally, the periodic random excita-tion signal is constructed in the frequency domain with a ran-dom amplitude, random phase spectrum at the discrete fre-quencies of the measurement. Therefore , a single time blockof the periodic random excitation signal does not have ener-gy at all frequencies of the measurement.

• Advantages:

• Minimum leakage

• Fair signal to noise ratio

• Fair RMS to peak ratio

• Reduces distortion

• Fair measurement test time

• Disadvantages:

• Slower than other periodic excitations

• Special hardware needed

• Typical DSP Window

• Uniform Window

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Str uctural Dynamics Research Laborator yUniversity of Cincinnati

Periodic Random

0 5 10 15 20 25 3010

−3

10−2

10−1

100

101

Spectral line (bin)

Magn

itude

Power Spectrum − Periodic Random

Signal Energy Content - Periodic Random

The periodic random excitation signal is applied to the ex-citer repetitively; while the excitation signal is periodic in theobser vation window (T), the response will not become peri-odic until the startup transient has decayed to zero. After suf-ficient time has elapsed to allow for both the input and outputto become periodic, the first average of data is taken. Thisprocess is repeated until sufficient averages have been tak-en.

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Str uctural Dynamics Research Laborator yUniversity of Cincinnati

Burst Random

• Advantages:

• Good general excitation

• Minimum leakage

• Fair signal to noise ratio

• Fair RMS to peak ratio

• Reduces distortion

• Good measurement test time

• Disadvantages:

• Special hardware needed

• Voltage feedback excitation amplifier

• Typical DSP Window

• Uniform or Exponential Window

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Str uctural Dynamics Research Laborator yUniversity of Cincinnati

Burst Random

0 5 10 15 20 25 3010

−3

10−2

10−1

100

Spectral line (bin)

Magn

itude

Power Spectrum − Burst Random

Signal Energy Content - Burst Random

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Burst Random

Exciter Systems:

Exciter systems, particularly electromagnetic, attempt tomatch the excitation signal to some physical characteristic ofthe exciter. Typically, this means that the displacement, ve-locity or acceleration of the armature of the shaker will at-tempt to match the excitation signal. Note that this is nor-mally an open loop control process; no attempt is made toexactly match the excitation signal.

Voltage Feedback:

Voltage feedback refers to the types of amplifiers in the ex-citer system that attempt to match the voltage supplied to theshaker to the excitation signal. This effectively means thatthe displacement of the armature will follow the excitationsignal. Therefore , if a zero voltage signal is sent to the ex-citer system, the exciter will attempt to prevent the armaturefrom moving.

Current Feedback:

Current feedback refers to the types of amplifiers in the ex-citer system that attempt to match the current supplied to theshaker to the excitation signal. This effectively means thatthe acceleration of the armature will follow the excitation sig-nal. Therefore , if a zero voltage signal is sent to the excitersystem, the exciter will allow the armature to move , prevent-ing any force to be applied by the exciter system.

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Str uctural Dynamics Research Laborator yUniversity of Cincinnati

Burst Random

Signal to shaker

500 1000 1500 2000-1.5

-1

-0.5

0

0.5

1

1.5

Signal from load cell (Voltage Feedback)

500 1000 1500 2000-1.5

-1

-0.5

0

0.5

1

1.5

Signal from accelerometer

500 1000 1500 2000-6

-4

-2

0

2

4

6x 10

-3

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Str uctural Dynamics Research Laborator yUniversity of Cincinnati

Hybrid Random Excitation Methods

Several random excitation methods have recently beendemonstrated that are hybrid methods involving combina-tions of burst random and pseudo random, burst random andperiodic random together with cyclic averaging.

0 5 10 15 20 25 3010

−3

10−2

10−1

100

101

Spectral line (bin)

Magnitu

de

Power Spectrum − Burst Pseudo Random

Signal Energy Content - Burst Pseudo Random

0 5 10 15 20 25 3010

−3

10−2

10−1

100

101

Spectral line (bin)

Magnitu

de

Power Spectrum − Burst Periodic Random

Signal Energy Content - Burst Periodic Random

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Str uctural Dynamics Research Laborator yUniversity of Cincinnati

Shaker Excitation for Experimental Modal Analysis

Summary of Excitation Signal Choices

Excitation Signal Characteristics

Steady Pure Pseudo Random Periodic Impact Burst

State Random Random Chirp Random

Sine

Minimize Leakage No No Yes Yes Yes Yes Yes

Signal-to-Noise Ratio Very Fair Fair Fair High Low Fair

High

RMS-to-Peak Ratio High Fair Fair Fair High Low Fair

Test Measurement Time Very Good Ver y Fair Fair Ver y Very

Long Short Shor t Shor t

Controlled Frequency Content Yes Yes Yes Yes Yes No Yes

* * * * *

Controlled Amplitude Content Yes No Yes No Yes No No

* *

Removes Distortion No Yes No Yes No No Yes

Characterize Nonlinearity Yes No No No Yes No No

* Special Hardware Required

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Str uctural Dynamics Research Laborator yUniversity of Cincinnati

Shaker Excitation for Experimental Modal Analysis

Summary/Conclusions/Discussion

Excitation Tutor ial -52- Febr uary 5, 2001