Modified confining stress path dependent analytical model for axially loaded circular normal, high and ultra-high strength concrete-filled steel tube stub columns

Author:

Lin Siqi,Zhao Yan-Gang,Lu Zhao-Hui

Funder

National Science Foundation of China

Publisher

Elsevier BV

Subject

Civil and Structural Engineering,Ceramics and Composites

Reference56 articles.

1. An improved wrapping scheme of axially loaded fiber-reinforced polymer confined concrete columns;Lin;Compos Struct,2019

2. Experimental study on axially compressed circular CFST columns with improved confinement effect;He;J Constr Steel Res,2018

3. Compressive strength of axially loaded circular hollow centrifugal concrete-filled steel tubular short columns;Zhao;Eng Struct,2019

4. Richart FE, Brandtzaeg A, Brown RL, A study of the failure of concrete under combined compressive stresses. Bulletin No. 185, Champaign (IL, USA): University of Illinois, Engineering Experimental Station; 1928.

5. Theoretical stress-strain model for confined concrete;Mander;J Struct Eng,1988

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