Experimental studies and non-linear finite element analysis of flexural behavior of steel fibre-reinforced concrete under monotonic and repeated cyclic loading-Reference-Cited by-同舟云学术

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Experimental studies and non-linear finite element analysis of flexural behavior of steel fibre-reinforced concrete under monotonic and repeated cyclic loading

Published:2024-08-28 Issue:1 Volume:1 Page:
ISSN:2948-1546
Container-title:Discover Civil Engineering
language:en
Short-container-title:Discov Civ Eng

Author:

Bhavish Bhat P. B.,Swaroop T. M.,Jayanth K.,Naveen B. O.

Publisher

Springer Science and Business Media LLC

Link

https://link.springer.com/content/pdf/10.1007/s44290-024-00066-y.pdf

Reference31 articles.

1. Liang X, Wu C. Meso-scale modelling of steel fibre reinforced concrete with high strength. Constr Build Mater. 2018;2018(165):187–98.

2. ACI Committee 318. Building code requirements for structural concrete (ACI 318M-08) and commentary, ACI, Michigan, 2008.

3. Tahenni T, Bouziadi F, Boulekbache B, Amziane S. Experimental and nonlinear finite element analysis of shear behavior of reinforced concrete beams. 2352-0124/© 2020 Institution of Structural Engineers. Published by Elsevier Ltd. 2020.

4. ASTM C1609/C1609M. Standard test method for flexural performance of fiber-reinforced concrete (using beam with third-point loading), ASTM International, West Conshohocken, PA. 2005.

5. Setti F, Ezziane K, Setti B. Investigation of mechanical characteristics and specimen size effect of steel fibres reinforced concrete. J Adhes Sci Technol. 2020;34(13):1426–41.

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