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Mechanical characteristics and flexural behaviour of fibre-reinforced cementitious composite containing PVA and basalt fibres

机译:含PVA和玄武岩纤维的纤维增强水泥基复合材料的力学特性和抗弯性能

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Fibre-reinforced cementitious composite (FRCC) is a type of composite that uses high volume of fibres to attain ductile properties. In this research, the effects of two different fibres, namely polyvinyl alcohol (PVA) and basalt, on the mechanical properties of FRCC such as compressive, splitting tensile and flexuralstrengths were investigated. The fibres were used in varying volume fraction, which includes 1.0%, 1.5% and 2.0% and a hybrid combination of 1.5% basalt fibre with 1.5% PVA fibre for the preparation of the FRCC. The results showed that while the fibres had minimal effect on the compressive strength of FRCC, significant improvements in the splitting tensile and flexural strengths were found. In the comparison of the flexural performances, the introduction of PVA fibre in FRCC led to superior properties and it exhibited more ductile failure mode compared with basalt fibre and the optimum fibre dosage to be added was determined to be 1.5%.
机译:纤维增强水泥基复合材料(FRCC)是一类复合材料,它使用大量的纤维来获得韧性。在这项研究中,研究了两种不同的纤维,即聚乙烯醇(PVA)和玄武岩,对FRCC的机械性能的影响,例如抗压强度,劈裂抗张强度和抗弯强度。这些纤维以不同的体积分数使用,其中包括1.0%,1.5%和2.0%以及1.5%玄武岩纤维与1.5%PVA纤维的混合组合,用于制备FRCC。结果表明,尽管纤维对FRCC的抗压强度影响最小,但发现断裂拉伸强度和挠曲强度有显着改善。在弯曲性能的比较中,在FRCC中引入PVA纤维具有优异的性能,并且与玄武岩纤维相比,它表现出更多的延性破坏模式,并且确定的最佳纤维添加量为1.5%。

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