Numerical Simulation on Failure Process of Concrete-Filled Rectangular Steel Tube Column

Abstract:

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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 et al., "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:

$35.00

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