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