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Evolution of Durable High-Strength Flowable Mortar Reinforced with Hybrid Fibers

机译:混杂纤维增强耐用高强度可流动砂浆的发展

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The production and use of durable materials in construction are considered as one of the most challenging things for the professional engineers. Therefore, this research was conducted to investigate the mechanical properties and the durability by using of different percentages of steel fiber with high-strength flowable mortar (HSFM) and also the use of the hybridization of steel fibers, palm fibers, and synthetic fiber (Barchip). Different experimental tests (compressive strength, splitting tensile strength, flexural strength, and static modulus of elasticity among others) were determined after 90 days of normal water curing and 180 days of seawater exposure. The results indicate that hybrid fibers of 1.5% steel fibers + 0.25% palm fibers + 0.25% Barchip fibers provide significant improvement in the different mechanical properties of HSFM. Besides, the hybridization of fibers was found to be effective in the terms of durability (exposure to seawater). Therefore, the minimum reduction in static modulus of elasticity, compressive, splitting and flexural strength was obtained for the HSFM mixes of hybrid fibers using steel fibers with palm fibers and also for the use of steel, palm, and Barchip fibers.
机译:建筑业中耐用材料的生产和使用被认为是专业工程师最具挑战性的事情之一。因此,本研究旨在通过使用不同百分比的钢纤维与高强度可流动砂浆(HSFM)以及混合使用的钢纤维,棕榈纤维和合成纤维(Barchip )。在正常水固化90天和暴露于海水180天后,确定了不同的实验测试(抗压强度,抗拉强度,挠曲强度和静态弹性模量)。结果表明:1.5%的钢纤维+ 0.25%的棕榈纤维+ 0.25%的Barchip纤维的杂化纤维对HSFM的不同机械性能有显着改善。此外,发现纤维的杂交在耐久性(暴露于海水)方面是有效的。因此,对于使用钢纤维和棕榈纤维的杂化纤维的HSFM混合物,以及使用钢,棕榈和Barchip纤维的混合纤维的HSFM混合物,静态弹性模量,压缩,断裂和挠曲强度的最小降低。

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