2019
DOI: 10.18552/2019/idscmt5118
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Influence of CaCO3 whiskers, steel fibers and basalt fibers hybridization on flexural toughness of concrete

Abstract: Nowadays, hybrid fiber reinforced concrete is developed with the combination of CaCO3 whiskers, steel and basalt fibers due to their enhanced mechanical properties of structural applications. In this study, the effect of different basalt fiber contents on flexural strength of hybrid fiber reinforced concrete (HyFRC) is investigated. In addition to this, the energy absorbed (E), toughness indices (TI) up to specified point and residual strength factor (RSF) are also calculated according to the ASTM C1018. The s… Show more

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Cited by 4 publications
(2 citation statements)
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“…Moreover, in the 1960s, the concept of fibers addition in cementitious concrete was initiated in which short dispersed fibers were used for incorporation into concrete to enhance the tensile strength of concrete by decreasing its brittleness, ultimately resulting in a particular concrete type named fiberreinforced concrete [4,5]. The incorporation of fibers such as metallic/steel fibers [6][7][8], natural fibers [9,10], synthetic fibers [11][12][13], and mineral fibers [2,8,14] in concrete is performed [15] for enhancing the toughness behavior of concrete [16,17]. The concept of fiber spacing theory for fiber-reinforced concrete (FRC) was initially introduced by Batson [18].…”
Section: Introductionmentioning
confidence: 99%
“…Moreover, in the 1960s, the concept of fibers addition in cementitious concrete was initiated in which short dispersed fibers were used for incorporation into concrete to enhance the tensile strength of concrete by decreasing its brittleness, ultimately resulting in a particular concrete type named fiberreinforced concrete [4,5]. The incorporation of fibers such as metallic/steel fibers [6][7][8], natural fibers [9,10], synthetic fibers [11][12][13], and mineral fibers [2,8,14] in concrete is performed [15] for enhancing the toughness behavior of concrete [16,17]. The concept of fiber spacing theory for fiber-reinforced concrete (FRC) was initially introduced by Batson [18].…”
Section: Introductionmentioning
confidence: 99%
“…However, due to the natural properties of concrete, it bears a few shortcomings like less tensile resistance, more brittleness, lower strain capacity, and less resistance toward crack initiation and propagation (Huang et al, 2022). To cater such issues, the addition of fibers like synthetic fibers (Qin et al, 2019;Ahmed and Lim, 2021b;Rezaie et al, 2021;Meng et al, 2022), metallic/steel fibers (Zhang et al, 2020), natural fibers (Khan et al, 2018b;Farooqi and Ali, 2019;Ahmad W. et al, 2020;Farooqi and Ali, 2022), and mineral fibers (Khan et al, 2018a;Ahmed and Lim, 2021a;Akbar and Liew, 2021;Khan et al, 2021;Khan et al, 2022a), in concrete is usually made (Cao et al, 2020;Li et al, 2020;Ye et al, 2021) to improve its toughness (Khan et al). The fiber incorporation into concrete started back in the early 1960s.…”
Section: Introductionmentioning
confidence: 99%