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FLEXURAL STRENGTH OF STEEL FIBER REINFORCED CONCRETE

Duy Duc Ho 1, *
Chinh Huu Ho 1
Thanh Cong Bui 1
  1. University of Technology, VNU-HCM
Correspondence to: Duy Duc Ho, University of Technology, VNU-HCM. Email: pvphuc@hcmuns.edu.vn.
Volume & Issue: Vol. 12 No. 18 (2009) | Page No.: 85-92 | DOI: 10.32508/stdj.v12i18.2387
Published: 2009-12-15

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Copyright The Author(s) 2023. This article is published with open access by Vietnam National University, Ho Chi Minh city, Vietnam. This article is distributed under the terms of the Creative Commons Attribution License (CC-BY 4.0) which permits any use, distribution, and reproduction in any medium, provided the original author(s) and the source are credited. 

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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