Survey and analysis long term deflection of cantilever bridge in Vietnam

Author:

Nguyen Duy Tien,Nguyen Xuan Tung,Ngo Van Minh

Abstract

The deflection and camber of bridge, especially of the box girder bridge as well as their effected factors have been important research topics since the end of the last century. In Vietnam, the box girder bridge constructed by cantilever method had been introduced since the 1990s and become popular in the last twenty years. After more than two decades of exploitation, these bridges face various problems such as over deflection, cracks... To clarify the actual deflection of the cantilevered box girder bridge and the effected factors such as creep and shinkage, the survey of long-term deflection of such box girder bridge (Hung Ha bridge) has been carried out and compare with the numerical analysis. The results show the significant effect of creep and shinkage to the long-term deflection of the cantilevered box girder bridge.

Publisher

IOP Publishing

Subject

General Medicine

Reference8 articles.

1. Highway Bridge Design Standard,2017

2. The Effects of Dead Loads in Cantilever Concreting Bridges;Machelski;Archit. Civ. Eng. Environ,2019

3. Causes of long-term deflections of large-span prestressed concrete box girders and recommendations on how to avoid these;Křístek;Transactions on Transport Sciences,2008

Cited by 1 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献

1. Predicting multi-span bridge maximum deflection: Numerical simulation and validation;IOP Conference Series: Materials Science and Engineering;2024-03-01

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