Study on the Influence of Linear of Fire on Steel Deck Arch Bridge

Abstract:

ANSYS finite element model of bearing type steel arch bridge is established. The arch bridge column overall mechanics performance on fire is analyzed through thermal analysis module of the software. And the internal force and deformation of the different pillar of fire is calculated. The conclusions show that structure deformation of the fire and the fire near pillar in a certain range has certain increase. Displacement of the fire in the bridge column is change with the increase of the temperature. In the local pillar by fire ,arch rib alignment is not affected in local pillar.

• Periodical: Applied Mechanics and Materials (Volumes 651-653)
• Pages: 1287-1291
• DOI: https://doi.org/10.4028/www.scientific.net/AMM.651-653.1287
• Online since: September 2014
• Authors: Juan Du, Xiang Hai Zhou
• Keywords: Bearing on Type, Fire Reflects, Fires, Linear, Steel Arch Bridge

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