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

Wei Qi Chen; Yong Ding; Jian Ke Zhang; Zhi Kun Yao; Li Ping Zhou

doi:10.4028/www.scientific.net/AMR.268-270.190

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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.

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Periodical:

Advanced Materials Research (Volumes 268-270)

Pages:

190-194

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.268-270.190

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Online since:

July 2011

Authors:

Wei Qi Chen, Yong Ding, Jian Ke Zhang, Zhi Kun Yao, Li Ping Zhou

Keywords:

Bridge, Finite Element Model (FEM), Thermal-Structural Analysis, Whole Course

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References

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