Paper Title:
Performance Analysis of CFST Column and RC Column Subjected to Eccentric Load
  Abstract

A nonlinear finite element model is developed to study the behavior of square concrete-filled steel tubular(CFST) column and reinforced concrete (RC) column with the same quantity of material and cross-section sizes under eccentric load using ANSYS software.The results indicate that the bearing capacity of CFST column is about 30% greater than RC column and the ductility of CFST column is much greater than RC column under the same conditions. Eccentricity and slenderness ratio have same effect on the bearing capacity of both, which are drop.

  Info
Periodical
Chapter
Chapter 2: Monitoring and Control of Structures
Edited by
Xuejun Zhou
Pages
805-809
DOI
10.4028/www.scientific.net/AMM.94-96.805
Citation
Y. Y. Fu, S. W. Yan, C. Du, "Performance Analysis of CFST Column and RC Column Subjected to Eccentric Load", Applied Mechanics and Materials, Vols. 94-96, pp. 805-809, 2011
Online since
September 2011
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Price
$32.00
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