Failure mechanism and bearing capacity analysis of steel fiber steel reinforced concrete(SFSRC) beams-Reference-Cited by-同舟云学术

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Failure mechanism and bearing capacity analysis of steel fiber steel reinforced concrete(SFSRC) beams

Published:2024-02 Issue: Volume:416 Page:135063
ISSN:0950-0618
Container-title:Construction and Building Materials
language:en
Short-container-title:Construction and Building Materials

Author:

Xu Chao,Wu Kai,Cao Ping zhou,Sun Yu yong,Yang Ding guo

Publisher

Elsevier BV

Reference34 articles.

1. Analysis of the bond behavior difference in steel and steel fiber reinforced concrete (SSFRC) composite member with circular section;Wu;Constr. Build. Mater.,2020

2. Analysis of the bearing and damage mechanism in steel–steel fiber reinforced concrete (SSFRC)composite member;Wu;J. Mater. Civ. Eng.,2020

3. Experimental investigation of the behavior composite steel-concrete composite beams containing different amounts of steel fibres and conventional reinforcement;Xu;Constr. Build. Mater.,2019

4. Wang H. Experimental study on flexural behavior of steel fiber reinforced recycled concrete beams [D]. Xihua University, 2017.

5. Shi X.L. Experimental study on flexural behavior of steel fiber reinforced high strength recycled concrete beams [D]. Yanbian University, 2019.

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