Simulation of the Structural State of Prestressed Concrete Bridge after Fire

Yun Hai Chen; Ke Chen; Jian Ming Lu

doi:10.4028/www.scientific.net/AMR.243-249.1842

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 243-249Simulation of the Structural State of Prestressed...

Simulation of the Structural State of Prestressed Concrete Bridge after Fire

Abstract:

Against the background of a prestressed concrete bridge undergoes fire, the structural properties of the bridge for time being was simulated and analyzed by the GQJS software. The structural parameters were modified according to damage condition of the bridge. The methods will be a valuable reference to analyze similar bridges undergo fire.

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Periodical:

Advanced Materials Research (Volumes 243-249)

Pages:

1842-1847

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.243-249.1842

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Online since:

May 2011

Authors:

Yun Hai Chen, Ke Chen, Jian Ming Lu

Keywords:

Bridge, FEA Simulation, Fire, GQJS, Prestressed, Strength

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