DocumentCode
523644
Title
Bridge Reliability Analysis Based on the FEM and Monte-Carlo Method
Author
Xiangyang, Wang ; Guanghui, Zhao
Author_Institution
Sch. of Transp., Wuhan Univ. of Technol., Wuhan, China
Volume
1
fYear
2010
fDate
11-12 May 2010
Firstpage
891
Lastpage
894
Abstract
The paper combines finite Element Method and Fatigue Cumulative Damage Theory to make finite element analysis of repeated stress caused by random vehicle dynamic loading effect on concrete girder bridge as well as the cumulative fatigue damage. Besides, the paper also uses finite element software to analyze the dynamic fatigue reliability of existing road bridges from the perspective of random structural fatigue resisting force.
Keywords
Bridges; Concrete; Fatigue; Finite element methods; Sampling methods; Statistical analysis; Statistical distributions; Stress; Structural panels; Vehicle dynamics; Fatigue Reliability; Finite Element; Random Loading; Random Resisting Force;
fLanguage
English
Publisher
ieee
Conference_Titel
Intelligent Computation Technology and Automation (ICICTA), 2010 International Conference on
Conference_Location
Changsha, China
Print_ISBN
978-1-4244-7279-6
Electronic_ISBN
978-1-4244-7280-2
Type
conf
DOI
10.1109/ICICTA.2010.446
Filename
5522750
Link To Document