Analysis of Large-Span Steel Concrete Railway Arch Bridge Suspender Tension

Abstract:

In this paper the concrete-filled steel tube concrete arch bridge as the research object, through the finite element program MIDAS, analyzes the internal force of the whole bridge, determined the distribution of internal force and the most unfavorable position; Using the force balance method, taking the reasonable stress of the bending moment status to control goals, determines the boom of the bridge as the condition of reasonable internal force; Use fall down method, according to the reverse sequence in order to cut the boom, each cut as a model for internal force calculation and analysis, get the next will be cut derrick's internal force, its value is the order construction boom of the initial tension.

• Periodical: Applied Mechanics and Materials (Volumes 361-363)
• Pages: 1259-1263
• DOI: https://doi.org/10.4028/www.scientific.net/AMM.361-363.1259
• Online since: August 2013
• Authors: Jia Lin Xu*
• Keywords: Concrete-Filled Steel Tube (CFST), Finite Element, Suspender, Tension Force

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