The Numerical Analysis of Thermally-Induced Damage of Concrete Bridge in Fire

Abstract:

Article Preview

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 et al., "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

Export:

Price:

$35.00

In order to see related information, you need to Login.

In order to see related information, you need to Login.