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Stress strain behavior of hybrid steel-PVA fiber reinforced cementitious composites under uniaxial compression

机译:钢-PVA纤维增强水泥基复合材料的单轴压缩应力应变行为

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摘要

It is well understood that the inclusion of fibers into concrete can reduce the weakness and increase the performance of concrete. Hybrid fibers can achieve more performance gain compared with single fiber reinforced concrete. Fiber reinforced cementitious composites are a breed of high performance concrete containing fibers but without coarse aggregate. This study investigated the axial compressive behavior of cementitious composites with hybrid steel-polyvinyl alcohol (PVA) fibers. A total of 24 cementitious composites of different fiber content and compressive strength were investigated. The failure modes, peak stress, peak strain, elastic modulus, toughness index, as well as stress strain curves of the cementitious composites were obtained and carefully interpreted. Based on the test results, a stress strain curve with satisfactory accuracy was proposed for cementitious composites with hybrid steel-PVA fibers. (C) 2018 Elsevier Ltd. All rights reserved.
机译:众所周知,将纤维包含在混凝土中可以减少其弱点并提高混凝土的性能。与单纤维增强混凝土相比,混合纤维可以获得更多的性能提升。纤维增强水泥基复合材料是一种高性能混凝土,含有纤维但没有粗骨料。这项研究调查了杂化钢-聚乙烯醇(PVA)纤维水泥基复合材料的轴向压缩行为。共研究了24种不同纤维含量和抗压强度的水泥基复合材料。获得并仔细解释了水泥基复合材料的破坏模式,峰值应力,峰值应变,弹性模量,韧性指数以及应力应变曲线。根据测试结果,提出了钢-PVA混杂纤维水泥基复合材料的应力应变曲线,具有满意的精度。 (C)2018 Elsevier Ltd.保留所有权利。

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