Chapter
Apr 26, 2012
Stability Analysis for CFST Basket Handle Arch Bridge
Authors: Fan Xing [email protected], Bing Zhu [email protected], and Xiaoping WangAuthor Affiliations
Publication: International Conference on Transportation Engineering 2009
Abstract
A spatial finite element method (FEM) model was established to analysis the structural stability of an actual concrete filled steel tubular (CFST) basket handle arch bridge. Various factors affecting stability analysis were fully considered. Moreover, the influence of the rib inclination angle on stability was investigated in detail. Dual nonlinear stability analysis under lane loading in bridge completion state was carried out. The results show that the arch rib is mostly at risk of out-of-plane instability, and a moderate introversion is acceptable. On the other hand, the ultimate bearing capacity meets the demand, and the arrangement of load combination has great effect on ultimate bearing capacity.
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Published In
International Conference on Transportation Engineering 2009
Pages: 1378 - 1383
Copyright
© 2009 American Society of Civil Engineers.
History
Published online: Apr 26, 2012
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ASCE Technical Topics:
- Analysis (by type)
- Arch bridges
- Bridge engineering
- Bridges
- Bridges (by material)
- Bridges (by type)
- Composite materials
- Engineering fundamentals
- Engineering materials (by type)
- Finite element method
- Foundation design
- Foundations
- Geotechnical engineering
- Load bearing capacity
- Materials engineering
- Methodology (by type)
- Numerical methods
- Spatial analysis
- Steel bridges
- Structural analysis
- Structural engineering
- Structural members
- Structural systems
- Tubes (structure)
- Wood bridges
Authors
Affiliations
College of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, China. E-mail: [email protected]
College of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, China. E-mail: [email protected]
Xiaoping Wang
Sichuan Province Gongxian County Traffic Bureau, Gongxian 644501, China
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