Dynamic Response for Collision Load between Over-Height Truck and Curved Beam Bridge

Article Preview

Abstract:

In recent years, ultra-urban road overpass vehicle impact beam incident after another. High beam impact of vehicles on the overpass bridge safety impact has become another important issue. High trucks at home and abroad on the curve of reinforced concrete beam bridge working effect of the impact is still insufficient. Based on high-precision linear dynamic finite element simulation analysis, research under the action of high vehicle collision, reinforced concrete curved girder Bridges of local damage effect and the overall distortion performance. The results showed that: high vehicles on the bridge superstructure imposed impact impulse and punching power led bridge superstructure is hitting zone produce local cracks. Damage caused by different impact velocity varied.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

25-29

Citation:

Online since:

December 2013

Authors:

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2014 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] Liu Xiangjun, etc. curved bridge finite element model simplification. Tianjin Construction Science and Technology, (2007).

Google Scholar

[2] Zhang Yan San Jose Water Tao Lu Zheng Lu Xiao. Barrier models super vehicle collision bridge superstructure load calculation. Seventh National Security Engineering Structures Conference Proceedings, 2009. 7, Ningbo.

Google Scholar

[3] Lu XZ, HE Shui Tao, Huang Shengnan. Ultrahigh vehicle hit a bridge superstructure of - failure mechanism, design methods and protective measures. Beijing: China Building Industry Press, (2011).

Google Scholar

[4] Maxiang Lu Gao l Zhangdan Hua. Different speeds overpass under high dynamic response vehicle collision analysis. Shanxi Architecture, (2009).

Google Scholar

[5] Zhang YS. Ultrahigh vehicle collision _ _ bridge superstructure mechanism analysis and load calculation.

Google Scholar

[6] Lu XZ, Zhang YS, Ye Ping, HE Shuitao. Ultrahigh vehicle - bridge superstructure collision damage modes and load calculations. Chinese Journal of Highway, (2009).

Google Scholar

[7] Bichen Hua, Zhang water bridge high vehicle collision damage Finite Element Analysis of Chongqing Jiaotong University (Natural Science), (2011).

Google Scholar

[8] HE Shui Tao, Lu XZ, Lu Xiao Cao Rhine. Ultrahigh steel bridge superstructure vehicle collision model tests. Vibration and Shock, (2012).

Google Scholar

[9] Lu XZ, Zhang Yan-sheng, HE Shui Tao, Lu Xiao. Ultrahigh vehicle hit a bridge superstructure Study: Damage Mechanism and impact loads, Engineering Mechanics, (2009).

Google Scholar

[10] JTG D60-2004, General Specification for Highway Bridge Design [S].

Google Scholar

[11] Lu XZ. Ultra vehicle - bridge superstructure impact force China Journal of Highway engineering calculations, (2011).

Google Scholar

[12] Lai Yue. Heavy vehicles and finite element analysis of semi-rigid guardrail collision [D] Shanghai: Tongji University, (2006).

Google Scholar

[13] Lu XZ, Zhang Yan-sheng, Ye, He Tao ultra-high water vehicles -. Superstructure bridge collision Fine finite element simulation and simplify the calculation of Engineering Mechanics, (2011).

Google Scholar