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Yu, Zhu, Xia, He, Goicolea Ruigómez, José María ORCID: https://orcid.org/0000-0003-0328-7345 and Xia, Chaoyi
(2015).
Bridge damage identification from moving load induced deflection based on wavelet transform and Lipschitz exponent.
"International Journal of Structural Stability and Dynamics", v. 16
(n. 5);
pp. 1-22.
ISSN 1793-6764.
https://doi.org/10.1142/S0219455415500030.
Title: | Bridge damage identification from moving load induced deflection based on wavelet transform and Lipschitz exponent |
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Author/s: |
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Item Type: | Article |
Título de Revista/Publicación: | International Journal of Structural Stability and Dynamics |
Date: | 16 February 2015 |
ISSN: | 1793-6764 |
Volume: | 16 |
Subjects: | |
Freetext Keywords: | Wavelet transform; Lipschitz exponent; moving load; damage identification; experiment |
Faculty: | E.T.S.I. Caminos, Canales y Puertos (UPM) |
Department: | Mecánica de Medios Continuos y Teoría de Estructuras |
Creative Commons Licenses: | Recognition - No derivative works - Non commercial |
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The wavelet transform and Lipschitz exponent perform well in detecting signal singularity.With the bridge crack damage modeled as rotational springs based on fracture mechanics, the deflection time history of the beam under the moving load is determined with a numerical method. The continuous wavelet transformation (CWT) is applied to the deflection of the beam to identify the location of the damage, and the Lipschitz exponent is used to evaluate the damage degree. The influence of different damage degrees,multiple damage, different sensor locations, load velocity and load magnitude are studied.Besides, the feasibility of this method is verified by a model experiment.
Item ID: | 41317 |
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DC Identifier: | https://oa.upm.es/41317/ |
OAI Identifier: | oai:oa.upm.es:41317 |
DOI: | 10.1142/S0219455415500030 |
Official URL: | http://www.worldscientific.com/doi/10.1142/S021945... |
Deposited by: | Memoria Investigacion |
Deposited on: | 28 Jun 2016 13:32 |
Last Modified: | 30 Jan 2023 11:53 |