Paper Title:
Numerical Simulation on Failure Process of Concrete-Filled Rectangular Steel Tube Column
  Abstract

Realistic Failure Process Analysis (RFPA3D) was used to simulate the concrete-filled rectangular steel tube columns which are subjected to axial loads. The ultimate bearing capacity and the load-strain figures were presented. The Numerical simulation results were verified by experimental data of the paper [5]. Meanwhile, the development process of crack in the specimen was described. The whole failure process of rectangular steel tube columns was reproduced. The failure principles of concrete-filled rectangular steel tube column were discussed deeply.

  Info
Periodical
Key Engineering Materials (Volumes 417-418)
Edited by
M.H Aliabadi, S. Abela, S. Baragetti, M. Guagliano and Han-Seung Lee
Pages
365-368
DOI
10.4028/www.scientific.net/KEM.417-418.365
Citation
G. P. Zou, P. X. Xia, X. D. Zhang, "Numerical Simulation on Failure Process of Concrete-Filled Rectangular Steel Tube Column", Key Engineering Materials, Vols. 417-418, pp. 365-368, 2010
Online since
October 2009
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Price
$32.00
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