DocumentCode
2990996
Title
Limit State Method Based Finite Element Analysis on the Long-Span Bridge Structure
Author
Guoqian, Wei ; Gang, Rao ; Haitao, Dong
Author_Institution
Coll. of Machinery & Autom, Wuhan Univ. of Sci. & Technol., Wuhan, China
fYear
2010
fDate
25-27 June 2010
Firstpage
2828
Lastpage
2831
Abstract
This paper analyzed the application characters of limit state method on the strength design. In terms of specific operating conditions of a long-span overhead crane and "Crane design specifications (2008 )", rational load coefficients are selected. Finite element model with the main girder, end beam and a variety of supporting stiffeners was established for the overall bridge structure. The above operating conditions and load coefficients were used to calculate the static stiffness, static strength and modes of the bridge structure, and the design of the bridge structure was analyzed and evaluated. In addition, some key problems of limit state method based finite element method were discussed.
Keywords
beams (structures); bridges (structures); design engineering; finite element analysis; mechanical strength; structural engineering; beams; crane design specifications; finite element method; girder; limit state method; long-span bridge structure; long-span overhead crane; strength design; Bridges; Cranes; Educational institutions; Finite element methods; Gallium nitride; Machinery; Structural beams; CAE; limit state method; long-span; overall bridge structure; overhead crane;
fLanguage
English
Publisher
ieee
Conference_Titel
Electrical and Control Engineering (ICECE), 2010 International Conference on
Conference_Location
Wuhan
Print_ISBN
978-1-4244-6880-5
Type
conf
DOI
10.1109/iCECE.2010.691
Filename
5630425
Link To Document