Analysis on Steel-Concrete Interface of Hybrid Self-Anchored Suspension Bridge

Jing Tuan You

doi:10.4028/www.scientific.net/AMM.193-194.1329

Paper Titles

Simulation Analysis of a Beam-Slab Floor Structure and Comparison on Project Economy
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Seismic Response Analysis of High Pier and Long Span Rigid Framed Bridge under Non Uniform Excitation
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Thermal Discomfort Evaluation in Hot Environment
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Preserving the Sense of Place: A Case Study of Hawaii State Capitol Building
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Analysis on Steel-Concrete Interface of Hybrid Self-Anchored Suspension Bridge
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Prevent Fabricated Floor Slit Cracking Construction Technology
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Bridge Structure Random Reliability Analysis
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Damage Identification for Beam Structure Based on Correlation Dimension
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Seismic Rehabilitation of a Three-Storey R/C Flat-Slab Prototype Structure Using Different Techniques
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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 193-194Analysis on Steel-Concrete Interface of Hybrid...

Analysis on Steel-Concrete Interface of Hybrid Self-Anchored Suspension Bridge

Abstract:

Based on analysis on steel-concrete interface of a hybrid self-anchored suspension bridge, the shear distribution of shear studs under load and influence of contact friction on steel-concrete interface are studied in this paper. The results show the existence of friction reduces the stress of shear studs, but not affects the performance of box girder and shear studs under load, and the vertical stress of shear studs in steel-concrete joint is increasing with the space of neutral axis.