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Article: Damage detection of bridges using response of vehicle considering road surface roughness

TitleDamage detection of bridges using response of vehicle considering road surface roughness
Authors
KeywordsDamage detection
genetic algorithm
road surface roughness
vehicle-bridge interaction
vertical acceleration
Issue Date2015
PublisherWorld Scientific. The Journal's web site is located at http://www.worldscinet.com/ijssd/ijssd.shtml
Citation
International Journal of Structural Stability and Dynamics, 2015, v. 15 n.3, article no. 1450057 How to Cite?
AbstractThis paper presents a genetic algorithm based method to identify the damage of girder bridges from the response of a vehicle moving over the bridge. The continuous wavelet transform based method works when the surface is smooth but the identification becomes difficult when the road surface is rough. To deal with this problem, the identification process is formulated as an optimization problem and a guided genetic algorithm is used to search for the global optimal value. The vertical accelerations of the vehicle running over the bridge at the intact and damaged states are used to identify the occurrence and location of the damage. Frequencies of the bridge at the intact and damaged states can be extracted from these responses, from which the frequency-based method can roughly estimate the possible locations of the damage. These locations are not unique as frequencies alone are insufficient to identify the damage location. However these initial results can be used to narrow down the search region on which the genetic algorithm can focus. Numerical study shows that the strategy can identify the damage location for simply supported and continuous girder bridges even though road surface roughness and measurement noise are taken into account.
Persistent Identifierhttp://hdl.handle.net/10722/202714
ISSN
2021 Impact Factor: 2.957
2020 SCImago Journal Rankings: 0.648
ISI Accession Number ID

 

DC FieldValueLanguage
dc.contributor.authorLI, Zen_US
dc.contributor.authorAu, FTKen_US
dc.date.accessioned2014-09-19T09:14:21Z-
dc.date.available2014-09-19T09:14:21Z-
dc.date.issued2015-
dc.identifier.citationInternational Journal of Structural Stability and Dynamics, 2015, v. 15 n.3, article no. 1450057en_US
dc.identifier.issn0219-4554-
dc.identifier.urihttp://hdl.handle.net/10722/202714-
dc.description.abstractThis paper presents a genetic algorithm based method to identify the damage of girder bridges from the response of a vehicle moving over the bridge. The continuous wavelet transform based method works when the surface is smooth but the identification becomes difficult when the road surface is rough. To deal with this problem, the identification process is formulated as an optimization problem and a guided genetic algorithm is used to search for the global optimal value. The vertical accelerations of the vehicle running over the bridge at the intact and damaged states are used to identify the occurrence and location of the damage. Frequencies of the bridge at the intact and damaged states can be extracted from these responses, from which the frequency-based method can roughly estimate the possible locations of the damage. These locations are not unique as frequencies alone are insufficient to identify the damage location. However these initial results can be used to narrow down the search region on which the genetic algorithm can focus. Numerical study shows that the strategy can identify the damage location for simply supported and continuous girder bridges even though road surface roughness and measurement noise are taken into account.en_US
dc.languageengen_US
dc.publisherWorld Scientific. The Journal's web site is located at http://www.worldscinet.com/ijssd/ijssd.shtmlen_US
dc.relation.ispartofInternational Journal of Structural Stability and Dynamicsen_US
dc.subjectDamage detection-
dc.subjectgenetic algorithm-
dc.subjectroad surface roughness-
dc.subjectvehicle-bridge interaction-
dc.subjectvertical acceleration-
dc.titleDamage detection of bridges using response of vehicle considering road surface roughnessen_US
dc.typeArticleen_US
dc.identifier.emailAu, FTK: francis.au@hku.hken_US
dc.identifier.authorityAu, FTK=rp00083en_US
dc.identifier.doi10.1142/S0219455414500576-
dc.identifier.scopuseid_2-s2.0-84928586673-
dc.identifier.hkuros238055en_US
dc.identifier.eissn1793-6764-
dc.identifier.isiWOS:000351014400010-
dc.publisher.placeSingaporeen_US
dc.identifier.issnl0219-4554-

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