A Study on the Dynamic Interaction between Three-Axle Vehicle and Continuous Girder Bridge with Consideration of Braking Effects

Continuous girder bridges become increasingly popular because of the rapid development of highway throughout the world. Most of previous researches on vibration analysis of a multispan continuous bridge subject to complex traffic loading and vehicle dynamic interaction focus on the girder displaceme...

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Published inJournal of Construction Engineering Vol. 2017; pp. 1 - 12
Main Authors Nguyen, Xuan-Toan, Tran, Van-Duc, Hoang, Nhat-Duc
Format Journal Article
LanguageEnglish
Published Hindawi 01.01.2017
John Wiley & Sons, Inc
Subjects
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ISSN2356-7295
2314-5986
DOI10.1155/2017/9293239

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Abstract Continuous girder bridges become increasingly popular because of the rapid development of highway throughout the world. Most of previous researches on vibration analysis of a multispan continuous bridge subject to complex traffic loading and vehicle dynamic interaction focus on the girder displacement not considering braking effects. In current literature, few studies have discussed the effects of braking on continuous girder bridges. In this study, we employ the finite element method (FEM) to investigate the dynamic response of continuous girder bridge due to three-axle vehicle. Vertical reaction forces of axles that change with time make bending vibration of girder increase significantly. The braking in the first span is able to create response in other spans. In addition, the dynamic impact factors are investigated by both FEM and experiments on a real bridge structure. The results of this study extend the current understanding of the bridge dynamic behaviors and can be used as additional references for bridge codes by practicing engineers.
AbstractList Continuous girder bridges become increasingly popular because of the rapid development of highway throughout the world. Most of previous researches on vibration analysis of a multispan continuous bridge subject to complex traffic loading and vehicle dynamic interaction focus on the girder displacement not considering braking effects. In current literature, few studies have discussed the effects of braking on continuous girder bridges. In this study, we employ the finite element method (FEM) to investigate the dynamic response of continuous girder bridge due to three-axle vehicle. Vertical reaction forces of axles that change with time make bending vibration of girder increase significantly. The braking in the first span is able to create response in other spans. In addition, the dynamic impact factors are investigated by both FEM and experiments on a real bridge structure. The results of this study extend the current understanding of the bridge dynamic behaviors and can be used as additional references for bridge codes by practicing engineers.
Audience Academic
Author Nguyen, Xuan-Toan
Tran, Van-Duc
Hoang, Nhat-Duc
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Cites_doi 10.1016/j.jsv.2004.03.032
10.1002/nme.2262
10.1016/s0141-0296(00)00065-1
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10.1061/(asce)be.1943-5592.0000744
10.1016/j.jsv.2006.11.034
10.1016/j.engstruct.2013.09.003
10.1002/eqe.4290080202
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Copyright Copyright © 2017 Xuan-Toan Nguyen et al.
COPYRIGHT 2017 John Wiley & Sons, Inc.
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Snippet Continuous girder bridges become increasingly popular because of the rapid development of highway throughout the world. Most of previous researches on...
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SubjectTerms Automobile driving
Braking
Bridges
Design and construction
Mechanical properties
Vibration research
Title A Study on the Dynamic Interaction between Three-Axle Vehicle and Continuous Girder Bridge with Consideration of Braking Effects
URI https://dx.doi.org/10.1155/2017/9293239
Volume 2017
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