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Mechanical strength and flexural parameters analysis of micro-steel, polyvinyl and basalt fibre reinforced magnesium phosphate cement mortars

机译:微钢,聚乙烯和玄武岩纤维增强磷酸镁水泥砂浆的力学强度和弯曲参数分析

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Magnesium phosphate cement composites exhibits higher compressive strength with high brittleness in nature that minimizes the scope of this material for flexural ductility performance. The study targeted to enhance the flexural qualities along with compressive strength of MPC compound through adding the three different fibres such as micro-steel fibre, polyvinyl alcohol fibre and basalt fibre. Inclusion of each fibre was followed a consecutive dosages system such as 0.6%, 0.8%, 1% and 1.2% of the gross mass of binders and aggregate. The compressive strength, three point flexural strength, four point flexural strength and splitting tensile strength tests were considered to explore the flexural characteristics and modulus of elasticity of the prepared fibre reinforced magnesium phosphate cement mortars with the passage of age. The experimental results pointed out the improvement about 20% to 43%, 15% to 25% and 50-72% in the TPFS, FPFS and STS than control specimens at 28d, whereas only around 5% to 10% progresses were noticed in CS for the inclusion of fibres from 0.6% to 1% in FRMPC combinations. In addition, the outcomes of flexural parameters analysis from load-displacement curves exposed the well development for mixing of 0.8-1% MSF and 0.8% PVAF and BF in the representative MPC compositions that displayed the deflection hardening and deflection softening behavior suitably. Moreover, the L-D curves of TPFS showed the advanced MOE because of less stress distribution intensity in whole cubical samples with low deformations in comparison to other two flexural tests. The study also suggested some power equation based empirical expressions for predicting the strength properties at early ages and correlation equations for flexural tests including MOE in relation to CS results. The analytical findings and recommended correlation equations might be applied in the practical applications of FRMPC related aspects. (C) 2019 Elsevier Ltd. All rights reserved.
机译:磷酸镁水泥复合材料在自然界中表现出较高的抗压强度和高脆性,从而使该材料的弯曲延展性能的范围最小化。该研究旨在通过添加三种不同的纤维(如微钢纤维,聚乙烯醇纤维和玄武岩纤维)来提高MPC复合材料的弯曲质量和抗压强度。遵循每个纤维的包含的连续剂量体系,例如粘合剂和骨料总质量的0.6%,0.8%,1%和1.2%。考虑抗压强度,三点抗弯强度,四点抗弯强度和劈裂抗拉强度试验,以探讨随着时间的流逝,所制备的纤维增强磷酸镁水泥砂浆的挠曲特性和弹性模量。实验结果指出,在28天时,TPFS,FPFS和STS与对照样品相比,分别提高了约20%至43%,15%至25%和50-72%,而CS仅观察到约5%至10%的进展在FRMPC组合中包含0.6%至1%的纤维。另外,载荷-位移曲线的弯曲参数分析结果暴露了在具有代表性地显示出挠曲硬化和挠曲软化行为的代表性MPC组合物中混合0.8-1%MSF和0.8%PVAF和BF的良好发展。此外,TPFS的L-D曲线显示出先进的MOE,因为与其他两个挠曲测试相比,由于在具有低变形的整个立方样品中应力分布强度较小。该研究还提出了一些基于功率方程的经验表达式来预测早期强度特性,并提出了弯曲试验的相关方程,包括与CS结果相关的MOE。分析结果和推荐的相关方程式可能会应用于FRMPC相关方面的实际应用中。 (C)2019 Elsevier Ltd.保留所有权利。

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