Chapter
Apr 26, 2012
Mechanical Study of Steel Bridge Pavement with Composite Asphalt Materials
Authors: C. Y. Wu and Y. LiAuthor Affiliations
Publication: Performance Modeling and Evaluation of Pavement Systems and Materials: Selected Papers from the 2009 GeoHunan International Conference
Abstract
The mechanical analysis is applied for the steel box girder bridge with orthotropic plate and pavement by means of Finite Element Method. The interaction between steel bridge and pavement is evaluated by the three stages in calculation. The analysis is focused on the mechanical features and the influential factors of the large components (cross diaphragm) and the local components (U-shaped ribs). Considering the mechanical effects by the heavy-duty vehicle load and heavy-load with braking, the interfacial shear failure is studied as one of the main reasons of damages. Moreover, in view of this major form of damage, this paper provides the corresponding mechanical analysis of the indicators.
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Copyright
© 2009 American Society of Civil Engineers.
History
Published online: Apr 26, 2012
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ASCE Technical Topics:
- Asphalt pavements
- Bridge engineering
- Bridges
- Bridges (by material)
- Bridges (by type)
- Composite bridges
- Construction materials
- Engineering materials (by type)
- Girder bridges
- Infrastructure
- Material mechanics
- Materials engineering
- Orthotropic bridges
- Pavements
- Plates
- Steel bridges
- Steel plates
- Structural engineering
- Structural members
- Structural systems
- Transportation engineering
- Wood bridges
Authors
Affiliations
C. Y. Wu
Highway Research Department, Jiangsu Transportation Institute, Nanjing, China
Y. Li
Highway Research Department, Jiangsu Transportation Institute, Nanjing, China
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