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Study on fiber hybridization effect of engineered cementitious composites with low- and high-modulus polymeric fibers

机译:低模量和高模量聚合物纤维工程胶结复合材料的纤维混杂效应研究

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摘要

In this study the flexural and compressive properties of hybrid engineered cementitious composite (ECC) was investigated. The hybridization with low- and high-modulus fibers was employed to increase deformability and flexural strain capacity of the ECC composite. It was found that the hybridization with non-round polypropylene (PP) fiber and low modulus polyvinyl alcohol (PVA) fiber have remarkable effect on the improving strain-capacity of resultant composite. The strain-capacity of hybrid ECC was increased by replacement of 20 vol.% of triangular PP fiber and low modulus PVA fiber up to 33% and 148%, respectively. This hybridization also increased the toughness ratio and meets the requirements for the strain-hardening with multiple cracking behaviors of cementitious composites. (C) 2016 Elsevier Ltd. All rights reserved.
机译:在这项研究中,研究了混合工程水泥基复合材料(ECC)的弯曲和压缩性能。与低模量纤维和高模量纤维的杂交被用于增加ECC复合物的可变形性和弯曲应变能力。发现与非圆形聚丙烯(PP)纤维和低模量聚乙烯醇(PVA)纤维的杂化对改善所得复合材料的应变能力具有显著作用。混合ECC的应变能力通过分别替换20%(体积)的三角形PP纤维和低模量PVA纤维分别增加到33%和148%来提高。这种杂交还增加了韧性比率,并且满足了对胶结复合材料具有多次开裂行为的应变硬化的要求。 (C)2016 Elsevier Ltd.保留所有权利。

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