Bond performance of reinforcing bars in SFRC: Experiments and meso-mechanical model-Reference-Cited by-同舟云学术

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Bond performance of reinforcing bars in SFRC: Experiments and meso-mechanical model

Published:2023-08 Issue: Volume:318 Page:117092
ISSN:0263-8223
Container-title:Composite Structures
language:en
Short-container-title:Composite Structures

Author:

Wang Xianlin,Li Wenjun,Liu Yuqing,Yoo Doo-Yeol

Publisher

Elsevier BV

Subject

Civil and Structural Engineering,Ceramics and Composites

Reference78 articles.

1. High Performance Fiber Reinforced Cement Composites;Naaman;High-Performance Constr Mater Sci Appl,2008

2. Concrete reinforced with deformed steel fibers part II: toughness characterization;Banthia;ACI Mater J,1995

3. Bond deterioration of corroded reinforcements in SFRC: Experiments and 3D laser scanning;Wang;Cem Concr Compos,2023

4. RANGAN BV, Fiber reinforced concrete properties;Shah;ACI J Proc,1971

5. ACI 544.1R-96, Report on Fiber Reinforced Concrete, ACI Committee 544, 1996.

Cited by 3 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Experimental investigation on influence of embedment length, bar diameter and concrete cover on bond between reinforced bars and steel fiber reinforced concrete (SFRC);Case Studies in Construction Materials;2024-12

2. Experimental investigation on bond-slip performance and damage evolution mechanism of deformed reinforcing bar embedded in steel polyvinyl-alcohol hybrid fiber high performance concrete after high temperature;Construction and Building Materials;2024-07

3. Influence of fiber orientation on the high cycle tensile fatigue resistance of Ultra-High Performance Fiber Reinforced Cementitious Composites (UHPFRC);International Journal of Fatigue;2024-03

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