Chapter
May 14, 2014
A Failure Criterion for Steel-Concrete Composite Walls
Authors: Xiaobing Song [email protected], Meng Chu, Honghui Ge, and Hailin WangAuthor Affiliations
Publication: Sustainable Development of Critical Infrastructure
Abstract
This paper generates a failure criterion model to analyze the ultimate strength of a steel-concrete sandwich composite (SC) wall subject to biaxial membrane forces, which are tension and compression on each side of the wall and in-plane shear. The failure criterion is demonstrated in principal stress space and σx - σy - τxy space, respectively. Test data in literature for a steel concrete composite wall is summarized and 7 shear wall tests are conducted to verify the model.
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© 2014 American Society of Civil Engineers.
History
Published online: May 14, 2014
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ASCE Technical Topics:
- Analysis (by type)
- Composite structures
- Concrete
- Engineering fundamentals
- Engineering materials (by type)
- Failure analysis
- Failure modes
- Forensic engineering
- Material failures
- Materials characterization
- Materials engineering
- Metals (material)
- Shear failures
- Shear walls
- Steel
- Structural engineering
- Structural failures
- Structural members
- Structural systems
- Structures (by type)
- Walls
Authors
Affiliations
Associate Professor, School of Naval Architecture, Ocean & Civil Engineering, Shanghai Jiao Tong University, Shanghai, China. E-mail: [email protected]
Meng Chu
Senior Engineer, Shanghai Nuclear Engineering Research and Design Institute, Shanghai, China
Honghui Ge
Chief Engineer, Shanghai Nuclear Engineering Research and Design Institute, Shanghai, China
Hailin Wang
Master Student, School of Naval Architecture, Ocean & Civil Engineering, Shanghai Jiao Tong University, Shanghai, China
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Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.