DocumentCode :
2818386
Title :
Node rigidity research of concrete filled steel tubular column to steel beam
Author :
Lin, Mingsen ; Liu, Congru
Author_Institution :
Sch. of Civil Eng. & Archit., Wuhan Univ. of Technol., Wuhan, China
fYear :
2011
fDate :
15-17 July 2011
Firstpage :
5933
Lastpage :
5936
Abstract :
This article is about the finite element analysis of the connection between steel beam and concrete filled steel tubular, using the structure finite element analysis software ANSYS9.0, It was conducted the study of the mechanical behavior of steel beam to CFST column. Bashed on many experiments ,A finite element study on the joint was made by using ANSYS9.0 .And results were compared to of experiment and the analysis of finite element. Carry on the applicability and evaluation of the model and the analysis to the applicability of this node, It is testified that the non-linear finite element analysis method is correct and feasible, and some advice of improving its structure was put forward.
Keywords :
beams (structures); concrete; construction components; finite element analysis; shear modulus; steel; structural engineering computing; ANSYS9.0; CFST column; concrete filled steel tubular column; mechanical behavior; node rigidity research; nonlinear finite element analysis; steel beam; structure finite element analysis software; Analytical models; Concrete; Educational institutions; Electron tubes; Finite element methods; Steel; Structural beams; beam-to-column; concrete filled steel tubular; node rigidity;
fLanguage :
English
Publisher :
ieee
Conference_Titel :
Mechanic Automation and Control Engineering (MACE), 2011 Second International Conference on
Conference_Location :
Hohhot
Print_ISBN :
978-1-4244-9436-1
Type :
conf
DOI :
10.1109/MACE.2011.5988383
Filename :
5988383
Link To Document :
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