DocumentCode :
536841
Title :
The Nonlinear Finite Element Analysis on Buried Steel Reinforced Concrete Wall and Steel Beam Connections
Author :
LIN, Ming-sen ; DAI, Shao-bin
Author_Institution :
Sch. of Civil Eng. & Archit., Wuhan Univ. of Technol., Wuhan, China
fYear :
2010
fDate :
7-9 Nov. 2010
Firstpage :
1
Lastpage :
4
Abstract :
This paper describes the results of cyclic loading applied to four buried steel reinforced concrete walls and steel girder strength bolts connections. test nonlinear finite element analysis. Test results will be obtained with experimental destruction of the specimen features, skeleton curve and the hysteretic behaviour were analyzed. Analysis of these nodes and interconnect steel beam web interface slip between the contact surface conditions, to study the various nodes in specimen joint region and test results of the stress distribution and based on results of the analysis to make such a design suggestions and reference nodes.
Keywords :
beams (structures); fasteners; finite element analysis; mechanical strength; reinforced concrete; steel; structural engineering; supports; walls; bolts; buried steel beam; buried steel reinforced concrete wall; nonlinear finite element analysis; steel girder strength; stress distribution; web interface slip; Concrete; Fasteners; Finite element methods; Joining processes; Steel; Stress; Structural beams;
fLanguage :
English
Publisher :
ieee
Conference_Titel :
E-Product E-Service and E-Entertainment (ICEEE), 2010 International Conference on
Conference_Location :
Henan
Print_ISBN :
978-1-4244-7159-1
Type :
conf
DOI :
10.1109/ICEEE.2010.5660655
Filename :
5660655
Link To Document :
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