DocumentCode :
2110311
Title :
Analysis on response of suspender sudden failure of through arch bridge
Author :
Rui Li ; Jia He ; Qianqian Liu
Author_Institution :
Fac. of Archit. Eng., Kunming Univ. of Sci. & Technol., Kunming, China
fYear :
2012
fDate :
21-23 April 2012
Firstpage :
894
Lastpage :
899
Abstract :
For the search on the response of bridge structure at the moment when one suspender of the through arch bridge sudden failure, based on the previous study for the vibration of the structural with continuous distribution characteristics, the paper derived bridge structure vibration equation which under the impact of a broken cable, and using finite element analysis software, simulates and calculates the response of bridge structure of short-length, medium-length, long-length three kinds of suspender, respectively, at the moment of one suspender sudden broken. Compares and analyzes the maximum of internal force and displacement of arch rib of the remaining suspenders, stress and variable quantity of displacement of floor system, discovers the unfavourable mechanical region when the different suspender broken.
Keywords :
bridges (structures); cables (mechanical); failure (mechanical); finite element analysis; floors; structural engineering; vibrations; arch rib; bridge structure response; bridge structure vibration equation; cable; continuous distribution characteristics; finite element analysis software; floor system displacement; long-length suspender; medium-length suspender; short-length suspender; suspender failure; through arch bridge; Bridges; Equations; Field-flow fractionation; Finite element methods; Force; Power cables; Vibrations; Through Arch Bridge; dynamic response; impact of broken suspender; suspender sudden failure;
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.2012.6201388
Filename :
6201388
Link To Document :
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