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Conference Paper: Damage Detection of Bridge from Response of a Passing Vehicle Based on Wavelet Transform Considering Surface Roughness

TitleDamage Detection of Bridge from Response of a Passing Vehicle Based on Wavelet Transform Considering Surface Roughness
Authors
Issue Date2013
PublisherDepartment of Civil and Environmental Engineering, The Hong Kong Polytechnic University.
Citation
The 6th International Conference on Structural Health Monitoring of Intelligent Infrastructure (SHMII-6 2013), Hong Kong, China, 9-11 December 2013. In Structural Health Monitoring for Infrastructure Sustainability: Proceedings of the 6th International Conference on Structural Health Monitoring of Intelligent Infrastructure, 2013, p. article no. SS02-05 How to Cite?
AbstractThis paper presents a damage detection method using a mobile exciter-sensor system. This system contains a vehicle carrying an sinusoidal exciter to better actuate the vehicle-bridge interaction system and a sensor to acquire dynamic response of the vehicle. When system runs over the bridge with a vertical sinusoidal force applied to the vehicle, the vertical accelerations of the vehicle and bridge are excited and the vibration of the vehicle can be acquired by the sensor. The vertical vibration of the vehicle contains the dynamic properties of the bridge besides those of the vehicle itself. Continuous wavelet transform is applied to analyze the acquired signal and a series of coefficients can be obtained. Although the inflicted damage is not obvious by directly observing these coefficients when the surface roughness of the bridge and measurement noise is considered, a damage indicator is found to reflect the appearance and location of the damage. This method is very attractive because it does not need any reference properties of the bridge but it allows direct identification of the damage from the current response. Numerical studies are conducted to verify the proposed method. The bridge is simply supported and the vehicle is modelled as a mass-spring-damper systems. The damage is inflicted on the bridge by reducing stiffness of an element. The results show that the damage can be correctly identified even if damage is inflicted on two elements.
DescriptionSession 1C: (Special Session SS02) Structural Health Monitoring Research and Practice in Hong Kong
Persistent Identifierhttp://hdl.handle.net/10722/204676
ISBN

 

DC FieldValueLanguage
dc.contributor.authorLi, Zen_US
dc.contributor.authorAu, FTKen_US
dc.date.accessioned2014-09-20T00:22:42Z-
dc.date.available2014-09-20T00:22:42Z-
dc.date.issued2013en_US
dc.identifier.citationThe 6th International Conference on Structural Health Monitoring of Intelligent Infrastructure (SHMII-6 2013), Hong Kong, China, 9-11 December 2013. In Structural Health Monitoring for Infrastructure Sustainability: Proceedings of the 6th International Conference on Structural Health Monitoring of Intelligent Infrastructure, 2013, p. article no. SS02-05en_US
dc.identifier.isbn9789623677684-
dc.identifier.urihttp://hdl.handle.net/10722/204676-
dc.descriptionSession 1C: (Special Session SS02) Structural Health Monitoring Research and Practice in Hong Kong-
dc.description.abstractThis paper presents a damage detection method using a mobile exciter-sensor system. This system contains a vehicle carrying an sinusoidal exciter to better actuate the vehicle-bridge interaction system and a sensor to acquire dynamic response of the vehicle. When system runs over the bridge with a vertical sinusoidal force applied to the vehicle, the vertical accelerations of the vehicle and bridge are excited and the vibration of the vehicle can be acquired by the sensor. The vertical vibration of the vehicle contains the dynamic properties of the bridge besides those of the vehicle itself. Continuous wavelet transform is applied to analyze the acquired signal and a series of coefficients can be obtained. Although the inflicted damage is not obvious by directly observing these coefficients when the surface roughness of the bridge and measurement noise is considered, a damage indicator is found to reflect the appearance and location of the damage. This method is very attractive because it does not need any reference properties of the bridge but it allows direct identification of the damage from the current response. Numerical studies are conducted to verify the proposed method. The bridge is simply supported and the vehicle is modelled as a mass-spring-damper systems. The damage is inflicted on the bridge by reducing stiffness of an element. The results show that the damage can be correctly identified even if damage is inflicted on two elements.en_US
dc.languageengen_US
dc.publisherDepartment of Civil and Environmental Engineering, The Hong Kong Polytechnic University.en_US
dc.relation.ispartofStructural Health Monitoring for Infrastructure Sustainability: Proceedings of the 6th International Conference on Structural Health Monitoring of Intelligent Infrastructureen_US
dc.titleDamage Detection of Bridge from Response of a Passing Vehicle Based on Wavelet Transform Considering Surface Roughnessen_US
dc.typeConference_Paperen_US
dc.identifier.emailAu, FTK: francis.au@hku.hken_US
dc.identifier.authorityAu, FTK=rp00083en_US
dc.identifier.hkuros237977en_US
dc.publisher.placeHong Kongen_US

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