2020
DOI: 10.1063/5.0024771
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Experimental behaviour of sisal and kenaf fibre reinforced concrete

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Cited by 14 publications
(2 citation statements)
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“…After the matrix cracked, the stress decreased rapidly, resulting in a brittle fracture of the specimen [127]. The presence of an appropriate amount of fiber changed the bending behavior of the GP matrix [128][129][130]. It was also found that the residual strength of treated and untreated fiber-reinforced cement-based composites after matrix cracking had similar values, indicating that an alkali treatment cannot significantly improve the bending resistance of the SFRG.…”
Section: Flexural Performancementioning
confidence: 99%
“…After the matrix cracked, the stress decreased rapidly, resulting in a brittle fracture of the specimen [127]. The presence of an appropriate amount of fiber changed the bending behavior of the GP matrix [128][129][130]. It was also found that the residual strength of treated and untreated fiber-reinforced cement-based composites after matrix cracking had similar values, indicating that an alkali treatment cannot significantly improve the bending resistance of the SFRG.…”
Section: Flexural Performancementioning
confidence: 99%
“…Abbas et al [ 31 ] discussed the improvement of tensile strength and flexural strength of cementitious composites by appropriate content and length of kenaf fibers. Abirami et al [ 32 ] added 0.25-1% of different types of kenaf or sisal fibers to cement-based composites. The results showed that the compressive strength and tensile strength of the two fibers increased by 6.5%, and 12.7%, respectively.…”
Section: Introductionmentioning
confidence: 99%