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Tensile properties of a novel fibre reinforced geopolymer composite with enhanced strain hardening characteristics

机译:具有增强的应变硬化特性的新型纤维增强地质聚合物复合材料的拉伸性能

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Strain hardening cementitious concrete is a type of fibre reinforced concrete with enhanced mechanical properties, including strain hardening and ductility. Geopolymer (cement-free) materials represent promising more sustainable alternatives to ordinary Portland cement. Heat treatment however is crucial when using geopolymer materials, to provide comparable mechanical properties to conventional concrete, and there are a number of practical limitations in the application of heat curing in large-scale structures. The main aim of this study is to develop and evaluate the mechanical properties of a novel, sustainable strain hardening fibre-reinforced geopolymer composite material, cured under ambient temperature and thus suitable for cast-in-place applications. In particular, the effect of incorporation of discontinuous fibres on the mechanical performance and on the microstructure of the composite geopolymer materials has been evaluated. Three different types of fibres have been examined in this study (PVA, steel, and glass) with various volume fractions and aspect ratios. The results indicate that room temperature cured, cement-free, strain hardening geopolymer concrete with superior deflection capacity can be produced using a ternary geopolymer binder mix reinforced by 2% PVA fibre or with 2% and 3% of 13 mm length steel fibre. (C) 2017 Elsevier Ltd. All rights reserved.
机译:应变硬化水泥混凝土是一种纤维增强混凝土,具有增强的机械性能,包括应变硬化和延展性。地聚合物(无水泥)材料是有希望替代普通波特兰水泥的更具可持续性的替代品。然而,当使用地质聚合物材料时,热处理至关重要,以提供与常规混凝土相当的机械性能,并且在大型结构中热固化的应用存在许多实际限制。这项研究的主要目的是开发和评估一种新型的,可持续的应变硬化纤维增强的地质聚合物复合材料的机械性能,该材料在环境温度下可以固化,因此适合现场浇铸。特别地,已经评估了不连续纤维的掺入对复合地质聚合物材料的机械性能和微观结构的影响。在这项研究中,我们研究了三种不同类型的纤维(PVA,钢和玻璃),它们具有不同的体积分数和纵横比。结果表明,使用由2%PVA纤维或2%和3%的13 mm长的钢纤维增强的三元地质聚合物粘结剂混合物可以生产具有优异挠曲能力的室温固化,无水泥,应变硬化的地质聚合物混凝土。 (C)2017 Elsevier Ltd.保留所有权利。

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