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The hybrid effects of PVA fiber and basalt fiber on mechanical performance of cost effective hybrid cementitious composites

机译:PVA纤维和玄武岩纤维对成本效果杂交水泥复合材料力学性能的杂化效应

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Unlike conventional concrete materials, micromechanical design theory is used in the material design processes of Engineered Cementitious Composites (ECC). The design theory based on micromechanics paves the way for the use of hybrid fibers in order to improve mechanical properties and reduce production costs since the cost of fibers being one of the main components of ECC is high. The combination of fibers up to a certain ratio in the mixtures triggers high tensile ductility (approximately 3% axial tensile strain capacity) along with narrow crack openings. The aim of the study was to improve the basic mechanical properties of hybrid fiber-reinforced cementitious composites by using PVA fiber and basalt fiber as a hybrid in order to decrease production costs. The total fiber content of 2% was formed with three different proportions of basalt fiber and PVA fiber and the impacts on the mortar properties were examined within the scope of the study. First of all, the ECC control sample consisting of only PVA fiber was produced. Then hybrid fibers were added into the mortar in three different combinations as 75% PVA + 25% basalt fiber, 50% PVA + 50% basalt fiber and 25% PVA + 75% basalt fiber at a total fiber content of 2%. Compressive strength, flexural strength, tensile strength and microstructures analyses were made on the mortars and they were compared with the control sample. The optimum hybrid combination was obtained at 75% PVA + 25% basalt fiber. According to the results of the experimental study, approximate results were obtained with respect to the reference sample in flexural strength of mortars and tensile strength of mortars by increasing PVA fiber ratio in the mixtures. As a result, performance characteristics of hybrid fiber reinforced cementitious composites were affected at different levels due to the mechanical and geometrical properties of the fibers used. (C) 2020 Elsevier Ltd. All rights reserved.
机译:与传统的混凝土材料不同,微机械设计理论用于工程化水泥复合材料(ECC)的材料设计过程中。基于微机械的设计理论铺平了使用混合纤维的方式,以改善机械性能并降低生产成本,因为纤维成本是ECC的主要成分高。混合物中纤维的组合达到一定比率触发高拉伸延展性(约3%轴向拉伸应力)以及窄的裂纹开口。该研究的目的是通过使用PVA纤维和玄武岩纤维作为杂种来改善杂化纤维增强水泥复合材料的基本力学性能,以降低生产成本。 2%的纤维含量为2%,用三种不同比例的玄武岩纤维和PVA纤维形成,并且在研究范围内检测对砂浆性能的影响。首先,生产由PVA纤维组成的ECC控制样品。然后用三种不同组合将杂交纤维加入砂浆中,作为75%PVA + 25%玄武岩纤维,50%PVA + 50%玄武岩纤维和25%PVA + 75%玄武岩纤维,总纤维含量为2%。在迫击炮上制造抗压强度,弯曲强度,拉伸强度和微观结构分析,并与对照样品进行比较。在75%PVA + 25%玄武器纤维中获得最佳杂化组合。根据实验研究的结果,通过增加混合物中的PVA纤维比,相对于砂浆抗弯强度的参考样品获得近似结果,通过增加混合物中的PVA纤维比,得到砂浆的抗拉强度。结果,由于所用纤维的机械和几何特性,杂化纤维增强水泥复合材料的性能特性受到不同水平的影响。 (c)2020 elestvier有限公司保留所有权利。

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