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Abstract
Addition of discrete steel fibers to concrete enhances its properties, especially in the areas of serviceability and toughness. In this paper, two semi-empirical methods developed from ACI 318-05 and TCXDVN 356:2005 are proposed to calculate the flexural strength of structures reinforced with both conventional steel bars and steel fibers for analysis and design purposes. The analytical and experimental results are discussed.
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Article Details
Issue: Vol 12 No 18 (2009)
Page No.: 85-92
Published: Dec 15, 2009
Section: Article
DOI: https://doi.org/10.32508/stdj.v12i18.2387
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Copyright: The Authors. This is an open access article distributed under the terms of the Creative Commons Attribution License CC-BY 4.0., which permits unrestricted use, distribution, and reproduction in any medium, provided the original author and source are credited.
How to Cite
Ho, D., Ho, C., & Bui, T. (2009). FLEXURAL STRENGTH OF STEEL FIBER REINFORCED CONCRETE. Science and Technology Development Journal, 12(18), 85-92. https://doi.org/https://doi.org/10.32508/stdj.v12i18.2387
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