Nonlinear Finite Element Computation on Semi-rigid Connection and Steel Frame

Author

Nannan, Zhou ; Lai, Wang

Author_Institution

Dept. of Building Eng., Tongji Univ., Shanghai, China

Volume

4

fYear

2010

fDate

4-6 June 2010

Firstpage

208

Lastpage

211

Abstract

In this paper, nonlinear finite element analysis about the semi-rigid connected steel frame and top and seat angle with double web angles semi-rigid connection are carried out with ANSYS finite element software. The analysis is a complicated nonlinear problem, which includes plastic development of metal material, geometrical nonlinear caused by large deformation of the structure and contact. Results obtained by software and test are compared and some references will be provided to the following finite element study.

Keywords

deformation; finite element analysis; mechanical contact; steel; structural engineering computing; ANSYS finite element software; contact; large deformation; nonlinear finite element analysis; nonlinear finite element computation; semi-rigid connection; steel frame; Civil engineering; Educational institutions; Finite element methods; Information analysis; Inorganic materials; Plastics; Software testing; Steel; Structural beams; Welding; Ansys; Nonlinear finite element computation; semi-rigid connection; steel frame;

fLanguage

English

Publisher

ieee

Conference_Titel

Information and Computing (ICIC), 2010 Third International Conference on

Conference_Location

Wuxi, Jiang Su

Print_ISBN

978-1-4244-7081-5

Electronic_ISBN

978-1-4244-7082-2

Type

conf

DOI

10.1109/ICIC.2010.323

Filename

5514055