Condition assessment of shear connectors in slab-girder bridges via vibration measurements

The paper presents a field study on condition assessment of the shear connectors in a full slab-girder bridge via vibration measurements. First, a model updating technique is employed to assess the condition of the whole structure, including boundary conditions, bearings, girders, slab, and shear co...

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Main Authors: Xia, Y., Hao, Hong, Deeks, A., Zhu, X.
Format: Journal Article
Published: American Society of Civil Engineers 2008
Online Access:http://hdl.handle.net/20.500.11937/27892
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author Xia, Y.
Hao, Hong
Deeks, A.
Zhu, X.
author_facet Xia, Y.
Hao, Hong
Deeks, A.
Zhu, X.
author_sort Xia, Y.
building Curtin Institutional Repository
collection Online Access
description The paper presents a field study on condition assessment of the shear connectors in a full slab-girder bridge via vibration measurements. First, a model updating technique is employed to assess the condition of the whole structure, including boundary conditions, bearings, girders, slab, and shear connectors, from the accelerations on the slab measured in vibration testing. Then, a new damage index based on the difference of frequency response functions on the slab and the corresponding points on the girder is developed to evaluate the condition of shear connectors. The advantage of the new method lies in the fact that it does not need any reference data (undamaged data) for the structure. Compared with the results obtained using the model updating technique, the method is more reliable and accurate in assessing the condition of the shear connectors between the slab and girders. The effects of measurement noise on the damage identification results and the damage quantification are also studied through numerical simulation.
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format Journal Article
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institution Curtin University Malaysia
institution_category Local University
last_indexed 2025-11-14T08:07:51Z
publishDate 2008
publisher American Society of Civil Engineers
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spelling curtin-20.500.11937-278922017-02-28T01:39:15Z Condition assessment of shear connectors in slab-girder bridges via vibration measurements Xia, Y. Hao, Hong Deeks, A. Zhu, X. The paper presents a field study on condition assessment of the shear connectors in a full slab-girder bridge via vibration measurements. First, a model updating technique is employed to assess the condition of the whole structure, including boundary conditions, bearings, girders, slab, and shear connectors, from the accelerations on the slab measured in vibration testing. Then, a new damage index based on the difference of frequency response functions on the slab and the corresponding points on the girder is developed to evaluate the condition of shear connectors. The advantage of the new method lies in the fact that it does not need any reference data (undamaged data) for the structure. Compared with the results obtained using the model updating technique, the method is more reliable and accurate in assessing the condition of the shear connectors between the slab and girders. The effects of measurement noise on the damage identification results and the damage quantification are also studied through numerical simulation. 2008 Journal Article http://hdl.handle.net/20.500.11937/27892 American Society of Civil Engineers restricted
spellingShingle Xia, Y.
Hao, Hong
Deeks, A.
Zhu, X.
Condition assessment of shear connectors in slab-girder bridges via vibration measurements
title Condition assessment of shear connectors in slab-girder bridges via vibration measurements
title_full Condition assessment of shear connectors in slab-girder bridges via vibration measurements
title_fullStr Condition assessment of shear connectors in slab-girder bridges via vibration measurements
title_full_unstemmed Condition assessment of shear connectors in slab-girder bridges via vibration measurements
title_short Condition assessment of shear connectors in slab-girder bridges via vibration measurements
title_sort condition assessment of shear connectors in slab-girder bridges via vibration measurements
url http://hdl.handle.net/20.500.11937/27892