Paper Title:
The Numerical Analysis of Thermally-Induced Damage of Concrete Bridge in Fire
  Abstract

High temperature in fire have serious influences on the structural behavior of reinforced concrete structure, and causes damage in structure, even leads to overall collapse. By thermal and structural analysis using finite element method, the whole-course behavior of a reinforced concrete bridge in fire is simulated, and the transient temperature field, deformation and stress is discussed. These information supply the basis for fire resistance of concrete bridge design.

  Info
Periodical
Advanced Materials Research (Volumes 268-270)
Edited by
Feng Xiong
Pages
190-194
DOI
10.4028/www.scientific.net/AMR.268-270.190
Citation
W. Q. Chen, Y. Ding, J. K. Zhang, Z. K. Yao, L. P. Zhou, "The Numerical Analysis of Thermally-Induced Damage of Concrete Bridge in Fire", Advanced Materials Research, Vols. 268-270, pp. 190-194, 2011
Online since
July 2011
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Price
$32.00
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