Paper Title:
Stress Analysis of Axial Compression Steel Reinforced Concrete Column under High-Temperature Fire
  Abstract

Based on the fact that building material strength degeneration rules in domestic and overseas are different under the high-temperature fire, with the program ANSYS, the temperature stress distribution of cross-section is obtained and the two results are compared according to stress analysis of numerical simulation on the axial compression steel reinforced concrete column (ACSRCC) under high-temperature fire. Based on the conversion principle of different materials stress and the superposition principle, the numerical calculation method on cross-section stress of ACSRCC under high-temperature fire is proposed, and the calculated results agree with simulation data well. The influences of the concrete coverage thickness and other factors on ACSRCC mechanical properties under high-temperature fire are also discussed in the paper.

  Info
Periodical
Advanced Materials Research (Volumes 243-249)
Edited by
Chaohe Chen, Yong Huang and Guangfan Li
Pages
691-694
DOI
10.4028/www.scientific.net/AMR.243-249.691
Citation
S. S. Zheng, Q. L. Tao, H. R. Zhang, B. Wang, "Stress Analysis of Axial Compression Steel Reinforced Concrete Column under High-Temperature Fire", Advanced Materials Research, Vols. 243-249, pp. 691-694, 2011
Online since
May 2011
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Price
$32.00
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