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.

Details

Title
Survey and analysis long term deflection of cantilever bridge in Vietnam
Author
Duy Tien Nguyen 1 ; Xuan Tung Nguyen 1 ; Ngo, Van Minh 1 

 Faculty of Civil Engineering, University of Transport and Communications , 3 Cau Giay, Lang Thuong, Dong Da, Hanoi , Vietnam 
First page
012063
Publication year
2022
Publication date
Oct 2022
Publisher
IOP Publishing
ISSN
17578981
e-ISSN
1757899X
Source type
Scholarly Journal
Language of publication
English
ProQuest document ID
2729097052
Copyright
Published under licence by IOP Publishing Ltd. This work is published under http://creativecommons.org/licenses/by/3.0/ (the “License”). Notwithstanding the ProQuest Terms and Conditions, you may use this content in accordance with the terms of the License.