Damage Identification Based on Response Functions in Time and Frequency Domains

R. P. C. Sampaio; T. A. N. Silva; N. M. M. Maia; S. Zhong

doi:10.1142/9781786344977_0007

Damage Identification Based on Response Functions in Time and Frequency Domains

R. P. C. Sampaio, T. A. N. Silva, N. M. M. Maia, S. Zhong

Research output: Chapter in Book/Report/Conference proceeding › Chapter › peer-review

Abstract

This chapter reviews and compares some of the most known methods of damage identification, in the frequency domain, which use operational deflection shapes (ODSs) built from the frequency response functions (FRFs). Two new methods of damage identification, in the time domain, using (ODSs) built from the time responses are also analyzed. To assess the performance of the different indicators, two numerical tests are undertaken with a finite element model (FEM) model, of a cantilever beam, to evaluate their detection and localizing ability.

Original language	English
Title of host publication	Computational and Experimental Methods in Structures
Publisher	World Scientific Publishing Co. Pte Ltd
Pages	197-236
Number of pages	40
Volume	10
ISBN (Electronic)	9781786344977
ISBN (Print)	9781786344960
DOIs	https://doi.org/10.1142/9781786344977_0007
Publication status	Published - 1 Jan 2018

Publication series

Name	Computational and Experimental Methods in Structures
Publisher	World Scientific Publishing Co. Pte Ltd
Volume	10
ISSN (Print)	2044-9283

Keywords

Coordinate modal assurance criterion (COMAC)
Damage identification
Damage index (DI), Mode shape curvature (MSC)
Error in the constitutive relations (ECR)
Frequency domain assurance criterion (FDAC)
Frequency response
Modal assurance criterion (MAC)
Mode shape analysis
Operational deflection shape (ODS)
Procedure of maximum occurrences (MO)
Resonant gapped-smoothing broadband method (RGSB)
Sensitivity to damage analysis
Strain energy damage index (SEDI)
Time domain Katz fractal dimension (TKFD) method
Time response
Transmissibility damage indicator (TDI)

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Sampaio, R. P. C., Silva, T. A. N., Maia, N. M. M., & Zhong, S. (2018). Damage Identification Based on Response Functions in Time and Frequency Domains. In Computational and Experimental Methods in Structures (Vol. 10, pp. 197-236). (Computational and Experimental Methods in Structures; Vol. 10). World Scientific Publishing Co. Pte Ltd. https://doi.org/10.1142/9781786344977_0007

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abstract = "This chapter reviews and compares some of the most known methods of damage identification, in the frequency domain, which use operational deflection shapes (ODSs) built from the frequency response functions (FRFs). Two new methods of damage identification, in the time domain, using (ODSs) built from the time responses are also analyzed. To assess the performance of the different indicators, two numerical tests are undertaken with a finite element model (FEM) model, of a cantilever beam, to evaluate their detection and localizing ability.",

keywords = "Coordinate modal assurance criterion (COMAC), Damage identification, Damage index (DI), Mode shape curvature (MSC), Error in the constitutive relations (ECR), Frequency domain assurance criterion (FDAC), Frequency response, Modal assurance criterion (MAC), Mode shape analysis, Operational deflection shape (ODS), Procedure of maximum occurrences (MO), Resonant gapped-smoothing broadband method (RGSB), Sensitivity to damage analysis, Strain energy damage index (SEDI), Time domain Katz fractal dimension (TKFD) method, Time response, Transmissibility damage indicator (TDI)",

author = "Sampaio, {R. P. C.} and Silva, {T. A. N.} and Maia, {N. M. M.} and S. Zhong",

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Damage Identification Based on Response Functions in Time and Frequency Domains. / Sampaio, R. P. C.; Silva, T. A. N.; Maia, N. M. M.; Zhong, S.

Computational and Experimental Methods in Structures. Vol. 10 World Scientific Publishing Co. Pte Ltd, 2018. p. 197-236 (Computational and Experimental Methods in Structures; Vol. 10).

Research output: Chapter in Book/Report/Conference proceeding › Chapter › peer-review

TY - CHAP

T1 - Damage Identification Based on Response Functions in Time and Frequency Domains

AU - Sampaio, R. P. C.

AU - Silva, T. A. N.

AU - Maia, N. M. M.

AU - Zhong, S.

PY - 2018/1/1

Y1 - 2018/1/1

N2 - This chapter reviews and compares some of the most known methods of damage identification, in the frequency domain, which use operational deflection shapes (ODSs) built from the frequency response functions (FRFs). Two new methods of damage identification, in the time domain, using (ODSs) built from the time responses are also analyzed. To assess the performance of the different indicators, two numerical tests are undertaken with a finite element model (FEM) model, of a cantilever beam, to evaluate their detection and localizing ability.

AB - This chapter reviews and compares some of the most known methods of damage identification, in the frequency domain, which use operational deflection shapes (ODSs) built from the frequency response functions (FRFs). Two new methods of damage identification, in the time domain, using (ODSs) built from the time responses are also analyzed. To assess the performance of the different indicators, two numerical tests are undertaken with a finite element model (FEM) model, of a cantilever beam, to evaluate their detection and localizing ability.

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KW - Damage identification

KW - Damage index (DI), Mode shape curvature (MSC)

KW - Error in the constitutive relations (ECR)

KW - Frequency domain assurance criterion (FDAC)

KW - Frequency response

KW - Modal assurance criterion (MAC)

KW - Mode shape analysis

KW - Operational deflection shape (ODS)

KW - Procedure of maximum occurrences (MO)

KW - Resonant gapped-smoothing broadband method (RGSB)

KW - Sensitivity to damage analysis

KW - Strain energy damage index (SEDI)

KW - Time domain Katz fractal dimension (TKFD) method

KW - Time response

KW - Transmissibility damage indicator (TDI)

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M3 - Chapter

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SN - 9781786344960

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T3 - Computational and Experimental Methods in Structures

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BT - Computational and Experimental Methods in Structures

PB - World Scientific Publishing Co. Pte Ltd

ER -

Damage Identification Based on Response Functions in Time and Frequency Domains

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