Paper Title:
Experimental Study of Post-Fire Performance of Ceramsite Concrete Filled Steel Tabular Columns
  Abstract

The post-fire performance of a set of ceramsite concrete filled steel tabular short columns (noted as CCSSC) after exposure to fire are experimentally studied. Effect of the maximum value of fire response temperatures and geometrical parameters of the composite columns on the strength and ductility of the specimens were especially discussed. The test results show that the specimens of CCSSC have higher post-fire bearing capacity and better ductility, and both of maximum response temperature and geometrical parameters of the specimens presented here have great effect on the post-fire bearing capacity and ductility of ceramsite concrete-filled steel short columns after exposure to fire.

  Info
Periodical
Chapter
Chapter 6: Frontiers of Manufacturing and Design
Edited by
Dongye Sun, Wen-Pei Sung and Ran Chen
Pages
3733-3736
DOI
10.4028/www.scientific.net/AMM.71-78.3733
Citation
X. T. Wang, J. Yin, M. Zhou, J. M. Wang, "Experimental Study of Post-Fire Performance of Ceramsite Concrete Filled Steel Tabular Columns", Applied Mechanics and Materials, Vols. 71-78, pp. 3733-3736, 2011
Online since
July 2011
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$32.00
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