Refining bond–slip constitutive relationship between checkered steel tube and concrete-Reference-Cited by-同舟云学术

Refining bond–slip constitutive relationship between checkered steel tube and concrete

Published:2015-03 Issue: Volume:79 Page:153-164
ISSN:0950-0618
Container-title:Construction and Building Materials
language:en
Short-container-title:Construction and Building Materials

Author:

Chen Lihua,Dai Jixiang,Jin Qiliang,Chen Leifei,Liu Xinling

Funder

Ministry of Housing and Urban-Rural Development of the People’s Republic of China

Publisher

Elsevier BV

Subject

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

Reference20 articles.

1. Concrete filled steel tubular structures-theory and practice;Han,2007

2. Strength of steel-encased concrete beam columns;Furlong;J Struct Div, Am Soc Civil Eng.,1967

3. Virdi KS, Dowling PJ. Bond strength in concrete filled circular steel tubes. CESLIC report CC11 J. Civil Engineering Structures Laboratory: Imperial College, London, UK; 1975.

4. Experimental studies on bond strength in concrete filled circular steel tubular columns subjected to axial loads;Morishita;Trans Japan Concr Inst,1979

5. Experimental studies on bond strength in concrete filled square and octagonal steel tubular columns subjected to axial loads;Morishita;Trans Japan Concr Inst,1979

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