DocumentCode
2110770
Title
Analysis on impact effect of broken suspender of arch bridge parallel double-suspender system
Author
Jia He ; Rui Li ; Qianqian Liu
Author_Institution
Kunming Urban Planning & Design Inst., Kunming, China
fYear
2012
fDate
21-23 April 2012
Firstpage
164
Lastpage
167
Abstract
For the search on the impact to bridge span structure due to sudden broken of arch bridge suspender, the paper aim at the parallel double suspender system, use finite element analysis software to simulate and calculate that in short-length, medium-length, long-length three kinds of suspender system, when one suspender sudden break, the impact effect endured by another suspender at the same hoisting point and the arch ribs, bridge deck structure which connected to broken suspender. The paper also discuss the value of impact coefficient of broken suspender, provide theoretical basis for the design of failure safety suspender.
Keywords
bridges (structures); failure (mechanical); finite element analysis; impact (mechanical); safety; suspensions; arch bridge parallel double-suspender system; bridge deck structure; bridge span structure; broken suspender impact effect analysis; failure safety suspender design; finite element analysis software; impact coefficient value; Bridges; Educational institutions; Finite element methods; Force; History; Ribs; Safety; Arch Bridge; double suspender; failure safety; impact of broken suspender;
fLanguage
English
Publisher
ieee
Conference_Titel
Consumer Electronics, Communications and Networks (CECNet), 2012 2nd International Conference on
Conference_Location
Yichang
Print_ISBN
978-1-4577-1414-6
Type
conf
DOI
10.1109/CECNet.2012.6201406
Filename
6201406
Link To Document