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Application of low modulus polymeric fibers in engineered cementitious composites

机译:低模量聚合物纤维在工程胶凝复合材料中的应用

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摘要

Nowadays, the advantages of staple fibers applied as reinforcement in cementitious composites are well known. The fiber to cement interfacial interactions influences mechanical properties of composites. Engineered cementitious composites are cement-based composites which are made of cement binder, small size sands, fillers, high modulus fibers, and supplementary cementing materials. They have improved tensile and flexural properties in comparison to normal concretes. To achieve these properties, high modulus fibers such as carbon, steel, and polyvinyl alcohol fibers have been used in engineered cementitious composites. In this research, low modulus polymeric fibers such as nylon 66, acrylic, and polypropylene were used as substitute of high modulus reinforcing fibers in engineered cementitious composite. The low modulus fibers were characterized carefully for physical-mechanical properties. The flexural behavior (flexural strength and flexural toughness) of the engineered cementitious composite specimens from this article was studied using a three-point bending test method. The results were compared to engineered cementitious composite containing polyvinyl alcohol. It was found that low modulus fibers caused considerable improvement in flexural behavior but results were lower than composites containing polyvinyl alcohol fiber. It was also found that these fibers are suitable choices for producing low price, acceptable performance engineered cementitious composites for usual applications in construction industry.
机译:如今,在水泥复合材料中用作增强材料的短纤维的优点是众所周知的。纤维与水泥的界面相互作用影响复合材料的机械性能。工程水泥基复合材料是水泥基复合材料,由水泥粘合剂,小尺寸砂,填料,高模量纤维和辅助胶结材料制成。与普通混凝土相比,它们具有改善的拉伸和弯曲性能。为了获得这些性能,高模量纤维(例如碳,钢和聚乙烯醇纤维)已用于工程水泥复合材料中。在这项研究中,低模量聚合物纤维(例如尼龙66,丙烯酸和聚丙烯)被用作工程水泥复合材料中高模量增强纤维的替代品。对低模量纤维的物理机械性能进行了仔细表征。本文采用三点弯曲试验方法研究了工程胶结复合材料试样的挠曲行为(挠曲强度和挠曲韧性)。将结果与包含聚乙烯醇的工程水泥复合材料进行了比较。发现低模量纤维引起弯曲性能的显着改善,但结果低于含聚乙烯醇纤维的复合材料。还发现这些纤维是用于生产低价,可接受性能的工程水泥复合材料的合适选择,用于建筑行业的常规应用。

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