Axial compression behaviour of concrete columns with CFRP-mesh fabric (CFRP-MF) stirrup and steel-FRP composite bar (SFCB): Experimental investigation and mechanism research-Reference-Cited by-同舟云学术

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Axial compression behaviour of concrete columns with CFRP-mesh fabric (CFRP-MF) stirrup and steel-FRP composite bar (SFCB): Experimental investigation and mechanism research

Published:2024-07 Issue: Volume:436 Page:136853
ISSN:0950-0618
Container-title:Construction and Building Materials
language:en
Short-container-title:Construction and Building Materials

Author:

Wu Meizhong,Xu Jiacheng,Li Wanye,Li Weiwen^ORCID,Wang Chenguang,Wang Peng^ORCID

Publisher

Elsevier BV

Reference64 articles.

1. 25 years of field exposure of pre-cracked concrete beams; combined impact of spacers and cracks on reinforcement corrosion;Geiker;Constr. Build. Mater.,2021

2. Experimental investigation on the seismic performance of corroded reinforced concrete columns designed with low and high axial load ratios;Dai;J. Build. Eng.,2021

3. Evaluation of the bond properties between concrete and reinforcement as a function of the degree of reinforcement corrosion;Lee;Cem. Concr. Res.,2002

4. Experimental research on seismic behaviors of RC columns considering buckling of HRB600 longitudinal steel bars;Yang;Eng. Struct.,2023

5. Axial compressive behavior and failure mechanism of CFRP partially confined ultra-high performance concrete (UHPC);Li;Constr. Build. Mater.,2024

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