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A spectral approach for damage quantification in stochastic dynamic systems
M.R. Machado,
S. Adhikari,
J.M.C. Dos Santos,
Sondipon Adhikari
Mechanical Systems and Signal Processing, Volume: 88, Pages: 253 - 273
Swansea University Author: Sondipon Adhikari
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DOI (Published version): 10.1016/j.ymssp.2016.11.018
Abstract
Intrinsic to all real structures, parameter uncertainty can be found in material properties and geometries. Many structural parameters, such as, elastic modulus, Poisson's rate, thickness, density, etc., are spatially distributed by nature. The Karhunen-Loève expansion is a method used to model...
Published in: | Mechanical Systems and Signal Processing |
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ISSN: | 0888-3270 |
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2017
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URI: | https://cronfa.swan.ac.uk/Record/cronfa31349 |
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2017-03-01T11:59:14.6745500 v2 31349 2016-12-02 A spectral approach for damage quantification in stochastic dynamic systems 4ea84d67c4e414f5ccbd7593a40f04d3 Sondipon Adhikari Sondipon Adhikari true false 2016-12-02 FGSEN Intrinsic to all real structures, parameter uncertainty can be found in material properties and geometries. Many structural parameters, such as, elastic modulus, Poisson's rate, thickness, density, etc., are spatially distributed by nature. The Karhunen-Loève expansion is a method used to model the random field expanded in a spectral decomposition. Once many structural parameters can not be modelled as a Gaussian distribution the memoryless nonlinear transformation is used to translate a Gaussian random field in a non-Gaussian. Thus, stochastic methods have been used to include these uncertainties in the structural model. The Spectral Element Method (SEM) is a wave-based numerical approach used to model structures. It is also developed to express parameters as spatially correlated random field in its formulation. In this paper, the problem of structural damage detection under the presence of spatially distributed random parameter is addressed. Explicit equations to localize and assess damage are proposed based on the SEM formulation. Numerical examples in an axially vibrating undamaged and damaged structure with distributed parameters are analysed. Journal Article Mechanical Systems and Signal Processing 88 253 273 0888-3270 1 5 2017 2017-05-01 10.1016/j.ymssp.2016.11.018 COLLEGE NANME Science and Engineering - Faculty COLLEGE CODE FGSEN Swansea University 2017-03-01T11:59:14.6745500 2016-12-02T11:16:43.4584208 Faculty of Science and Engineering School of Engineering and Applied Sciences - Uncategorised M.R. Machado 1 S. Adhikari 2 J.M.C. Dos Santos 3 Sondipon Adhikari 4 0031349-03022017155724.pdf machado2016.pdf 2017-02-03T15:57:24.4370000 Output 1423892 application/pdf Accepted Manuscript true 2017-12-01T00:00:00.0000000 false |
title |
A spectral approach for damage quantification in stochastic dynamic systems |
spellingShingle |
A spectral approach for damage quantification in stochastic dynamic systems Sondipon Adhikari |
title_short |
A spectral approach for damage quantification in stochastic dynamic systems |
title_full |
A spectral approach for damage quantification in stochastic dynamic systems |
title_fullStr |
A spectral approach for damage quantification in stochastic dynamic systems |
title_full_unstemmed |
A spectral approach for damage quantification in stochastic dynamic systems |
title_sort |
A spectral approach for damage quantification in stochastic dynamic systems |
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4ea84d67c4e414f5ccbd7593a40f04d3 |
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4ea84d67c4e414f5ccbd7593a40f04d3_***_Sondipon Adhikari |
author |
Sondipon Adhikari |
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M.R. Machado S. Adhikari J.M.C. Dos Santos Sondipon Adhikari |
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Mechanical Systems and Signal Processing |
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10.1016/j.ymssp.2016.11.018 |
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description |
Intrinsic to all real structures, parameter uncertainty can be found in material properties and geometries. Many structural parameters, such as, elastic modulus, Poisson's rate, thickness, density, etc., are spatially distributed by nature. The Karhunen-Loève expansion is a method used to model the random field expanded in a spectral decomposition. Once many structural parameters can not be modelled as a Gaussian distribution the memoryless nonlinear transformation is used to translate a Gaussian random field in a non-Gaussian. Thus, stochastic methods have been used to include these uncertainties in the structural model. The Spectral Element Method (SEM) is a wave-based numerical approach used to model structures. It is also developed to express parameters as spatially correlated random field in its formulation. In this paper, the problem of structural damage detection under the presence of spatially distributed random parameter is addressed. Explicit equations to localize and assess damage are proposed based on the SEM formulation. Numerical examples in an axially vibrating undamaged and damaged structure with distributed parameters are analysed. |
published_date |
2017-05-01T03:38:18Z |
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1763751701652701184 |
score |
11.037603 |