DocumentCode
2840432
Title
Solid modeling method and calculation of stress intensity factor for bridge structure with 3-D straight through crack
Author
He, Zhongshan ; Qu, Weilian ; Liu, Jia
Author_Institution
Hubei Key Lab. of Roadway Bridge & Struct. Eng., Wuhan Univ. of Technol., Wuhan, China
Volume
3
fYear
2010
fDate
22-24 Oct. 2010
Abstract
The fatigue crack easily occurs in the nodes of the steel truss bridges which are under long-term load of moving train, it may endanger the safety of a bridge and even lead to its collapse. Therefore, it is essential to research on it. This paper introduces the detailed procedures of modeling a 3-D straight through crack in a node of a steel truss bridge by using the commercial FE software ANSYS with solid modeling method, and then to calculate stress intensity factor for the crack tip. The results showed that the solid modeling method was simple and efficient and could be carried on easily, it was suitable to establish complicated configured model and had a high precision guarantee of stress intensity factor.
Keywords
bridges (structures); fatigue cracks; finite element analysis; solid modelling; structural engineering computing; supports; FE software ANSYS; bridge structure; fatigue crack; solid modeling method; steel truss bridges; stress intensity factor; Accidents; Welding; bridge structure; solid modeling; straight through crack; stress intensity factor;
fLanguage
English
Publisher
ieee
Conference_Titel
Computer Application and System Modeling (ICCASM), 2010 International Conference on
Conference_Location
Taiyuan
Print_ISBN
978-1-4244-7235-2
Electronic_ISBN
978-1-4244-7237-6
Type
conf
DOI
10.1109/ICCASM.2010.5620793
Filename
5620793
Link To Document