Flexural fatigue behavior of hooked-end steel fibres reinforced concrete using centrally loaded round panel test-Reference-Cited by-同舟云学术

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Flexural fatigue behavior of hooked-end steel fibres reinforced concrete using centrally loaded round panel test

Published:2023-08-22 Issue:7 Volume:56 Page:
ISSN:1359-5997
Container-title:Materials and Structures
language:en
Short-container-title:Mater Struct

Author:

Wu Rendi,Gu Qian,Tian Shui,Gao Xu,Liu Yue,Sun Bin,Wang Xiang

Funder

China Construction Industry Technical Specification Program

Publisher

Springer Science and Business Media LLC

Subject

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

Link

https://link.springer.com/content/pdf/10.1617/s11527-023-02227-4.pdf

Reference50 articles.

1. Blunt J, Jen G, Ostertag C (2015) Enhancing corrosion resistance of reinforced concrete structures with hybrid fiber reinforced concrete. Corros Sci 92:182–191

2. Ji T, Chen C-Y, Zhuang Y-Z (2012) Evaluation method for cracking resistant behavior of reactive powder concrete. Constr Build Mater 28:45–49

3. Buratti N, Mazzotti C, Savoia M (2011) Post-cracking behaviour of steel and macro-synthetic fibre-reinforced concretes. Constr Build Mater 25:2713–2722

4. Lerch J, Bester H, Van Rooyen A, Combrinck R, De Villiers W, Boshoff W (2018) The effect of mixing on the performance of macro synthetic fibre reinforced concrete. Cem Concr Res 103:130–139

5. Qian C, Stroeven P (2000) Development of hybrid polypropylene-steel fibre-reinforced concrete. Cem Concr Res 30:63–69

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