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 :
بازگشت