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
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;
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
DOI :
10.1109/ICCASM.2010.5620793