Analysis of Temperature Effect on Cable-Stayed Bridge at Construction Stage Corrected

Ji Xin Yang; Ming Chao Yang

doi:10.4028/www.scientific.net/AMM.178-181.2204

Paper Titles

Buffeting Time-Domain Analysis of Long-Span and Slender Suspension Bridge with a Steel Truss Stiffened Girder
p.2183

Assessment & Analysis of Service Performance for Small-Span Suspension Bridge with Steel Truss Girders
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Research on the Influence Factors to the Working Performance of PBL Shear Connectors
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Reinforcement Calculated Method Based on Disease Model of DongFu Bridge
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Analysis of Temperature Effect on Cable-Stayed Bridge at Construction Stage Corrected
p.2204

Externally Prestressed Steel Box Girder Bridge
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A Rocks Based Visualization Cluster Platform Design and Application for Bridge Health Monitoring
p.2213

Simulation Analysis of Shrinkage and Creep for Bowstring Arch Bridge Steel Tube Concrete in Different Specification
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Response Analysis of Bridge across Seismic Fault Zone
p.2224

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 178-181Analysis of Temperature Effect on Cable-Stayed...

Analysis of Temperature Effect on Cable-Stayed Bridge at Construction Stage Corrected

Abstract:

Temperature in the concrete box girder caused by sunshine has a significant influence on the deflection, stress and strain of the beam. Based on the Xinjiang Bridge, through measuring the deflection, temperature, stress and strain at the largest cantilever stage,then compare the measured results with finite element analysis results to investigate the impact of temperature gradient on the construction of cable-stayed bridge.