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Bond stress-slip relationship in concrete-filled square stainless steel tubes

  • Published:2022-04 Issue: Volume:326 Page:127001
  • ISSN:0950-0618
  • Container-title:Construction and Building Materials
  • language:en
  • Short-container-title:Construction and Building Materials

Author:

Dai Peng,Yang Lu,Wang Jie,Lin Manfang,Fan Junwei

Funder

National Natural Science Foundation of China

Foundation for Innovative Research Groups of the National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

General Materials Science,Building and Construction,Civil and Structural Engineering

Reference46 articles.

1. Developments and advanced applications of concrete-filled steel tubular (CFST) structures: Members;Han;J. Constr. Steel Res.,2014

2. Effects of debonding on circular CFST stub columns;Xue;J. Constr. Steel Res.,2012

3. K.S. Virdi, P.J. Dowling, Bond strength in concrete filled steel tubes, IABSE Proceedings, vol. 80, 1980, pp. 125–139, P–33.

4. Bond strength at interface of concrete-filled steel tube columns (a);Xue;Build. Sci.,1996

5. Bond strength at interface of concrete-filled steel tube columns (b);Xue;Build. Sci.,1996
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