Chapter
Apr 26, 2012
Y-Shape Bridge Analysis Based on Space Grillage Method
Authors: Pengzhen Lu [email protected], Renda Zhao [email protected], Junping Zhang [email protected], and Tianyu XingAuthor Affiliations
Publication: International Conference on Transportation Engineering 2007
Abstract
The complicated mechanic behavior of the Y-shape Bridge is studied based on the theory of the elementary beam, and takes account of restrained torsion, distortion angle, distortion warp and shear lag effect at the same time. A thin-walled beam element with 10 freedom degrees of every node is established by increasing freed degree. Meanwhile, authors establish an analytic program and matrix of the element stiffness, and analyze a typical Y-shape Bridge according to method of the space grillage analysis. In addition, this paper compares calculation results of the general girder and the shell model with experiment test.
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Information
Published In
International Conference on Transportation Engineering 2007
Pages: 1292 - 1297
Copyright
© 2007 American Society of Civil Engineers.
History
Published online: Apr 26, 2012
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ASCE Technical Topics:
- Beams
- Continuum mechanics
- Deformation (mechanics)
- Distortion (structural)
- Dynamics (solid mechanics)
- Engineering fundamentals
- Engineering mechanics
- Forces (type)
- Material mechanics
- Material properties
- Materials engineering
- Mathematical functions
- Mathematics
- Matrix (mathematics)
- Mechanical properties
- Shear lag
- Solid mechanics
- Structural behavior
- Structural engineering
- Structural mechanics
- Structural members
- Structural systems
- Torsion
- Warpage
Authors
Affiliations
Department of Bridge, Southwest Jiaotong University, Chengdu 610031, China. E-mail: [email protected]
Department of Bridge, Southwest Jiaotong University, Chengdu 610031, China. E-mail: [email protected]
Department of Civil Engineering, Guangzhou University, Guangzhou 510006, China. E-mail: [email protected]
Tianyu Xing
Department of Bridge, Southwest Jiaotong University, Chengdu 610031, China
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