DocumentCode :
1791212
Title :
Analysis on Fatigue Load Effects of Bridge Cables Based on Traffic Load Simulation
Author :
Xu Jun ; Yang Qingmei ; Gu Rui
Author_Institution :
Tongji Univ., Shanghai, China
fYear :
2014
fDate :
25-26 Oct. 2014
Firstpage :
905
Lastpage :
907
Abstract :
Cold drawn high-strength wire (first in use the last century) is an important kind of high-strength building steel. The wire, 3~5 times stronger than the widely used low alloy structural steel, is used in China as a major element in bridge cables and prestressed structures. However, the wires are subject to fracture. As the fracture may cause serious consequences, it is necessary to have in-depth study of the cause of wire fracture. This paper tries to study the wire fracture from the perspective of fatigue load. First, data of various types of cable bridge are collected for the construction of a finite element model of typical cable bridge in order to calculate the influence line of cable element. Real traffic load is then investigated to obtain stress history and fatigue stress spectrum for the cable wire. Finally, impact of fatigue load is determined.
Keywords :
bridges (structures); cables (mechanical); fatigue; finite element analysis; fracture; road traffic; stress analysis; structural engineering; wires; China; bridge cables; cable element line calculation; cold high-strength wire; fatigue load effect analysis; fatigue stress spectrum; finite element model; high-strength building steel; prestressed structures; stress history; traffic load simulation; wire fracture; Bridges; Fatigue; Steel; Stress; Structural panels; Telecommunication traffic; Wires; Bridge; Cable; Fatigue; Stress Specturm;
fLanguage :
English
Publisher :
ieee
Conference_Titel :
Intelligent Computation Technology and Automation (ICICTA), 2014 7th International Conference on
Conference_Location :
Changsha
Print_ISBN :
978-1-4799-6635-6
Type :
conf
DOI :
10.1109/ICICTA.2014.217
Filename :
7003680
Link To Document :
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