Paper Title:
Behavior of through Beam Connections Composed of CFSST Columns and Steel Beams by Finite Element Studying
  Abstract

Recent studies show that a through beam connections composed of concrete filled square steel tubular column and steel beam have been identified as an ideal rigid connection. In this paper a 3-D nonlinear finite element models were conducted for CFSST column and steel beam connection under monotonic load using ABAQUS software. Each model includes a CFSST column and single steel beam passing through the column. The main scopes are to identify the modes of beam failure and joint shear failure. In addition the effect of an extra shear plate welded to beam web inside the column was investigated. This result can be used for designing of through beam connection.

  Info
Periodical
Advanced Materials Research (Volumes 168-170)
Edited by
Lijuan Li
Pages
2329-2333
DOI
10.4028/www.scientific.net/AMR.168-170.2329
Citation
M. M. Arabnejad Khanouki, N. H. Ramli Sulong, M. Shariati, "Behavior of through Beam Connections Composed of CFSST Columns and Steel Beams by Finite Element Studying", Advanced Materials Research, Vols. 168-170, pp. 2329-2333, 2011
Online since
December 2010
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Price
$35.00
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