Dynamic Analysis for Steel Bridge Deck Thin Surfacing with Cracks

Xun Qian Xu; Jian Bo Wang; Jian Ping Chen

doi:10.4028/www.scientific.net/AMR.594-597.1569

Paper Titles

Analytical Solution for Vertical Dynamic Response of Railway Simply Supported Beam Bridge under Bidirectional Moving Loads
p.1552

Fine Analysis for Bursting Damage of Bottom Plates in Closure Section of Continuous Rigid Frame Bridge
p.1557

Internal Force Calculation of Two-Way Curved Arch Bridge
p.1561

Study on Normal Section Bearing Capacity of Stone Arch Rib Enclosed by Reinforced Concrete
p.1565

Dynamic Analysis for Steel Bridge Deck Thin Surfacing with Cracks
p.1569

Static and Dynamic Response Contrast Simulation of Long-Span Beam Bridge Subjected to Flowing Ice
p.1573

Wudu Bridge - The Structure Stress Numerical Analysis of Triangle Frame Hanging Continuous Beam Combination Bridge
p.1577

Pre-Evaluation of Durability for Concrete Bridge
p.1581

Application of the Influence Line on the Bridge Testing
p.1586

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 594-597Dynamic Analysis for Steel Bridge Deck Thin...

Dynamic Analysis for Steel Bridge Deck Thin Surfacing with Cracks

Abstract:

In order to improve the design method for resisting crack, this paper analyzed the dynamic characteristics of steel deck asphalt thin surfacing with cracks. The model analysis and harmonic response analysis were included to the steel bridge deck thin surfacing. Impact coefficients were calculated with different load cases, road roughness and crack damage. The conclusions can provide a theoretical reference for the assessments of the dynamic failure and long-term performance of the steel bridge deck thin surfacing.