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Effect of an enhanced rubber-cement matrix interface on freeze-thaw resistance of the cement-based composite

机译:增强型橡胶水泥基质界面对水泥基复合材料冻土电阻的影响

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Bond defects at rubber-cement matrix interface are detrimental to durability of the cement composite. Therefore, coating rubber aggregates with copolymer has been suggested to overcome this defect. This paper aims to investigate the effect of an improved rubber-cement matrix bond on frost resistance. Freeze-thaw temperature cycles were controlled by a thermal sensor embedded inside the core of a mortar specimen. Measurements of relevant quantities, such as mass loss, length change, mechanical properties (relative dynamic modulus of elasticity, compressive and flexural strengths), and durability factor, demonstrated that rubberized cement-based materials were more resistant under freeze-thaw environments than the control one. Especially, regardless of slight length gain of mortar incorporating coated rubber aggregates, copolymer coating still made the composite durable in frost conditions owing to its improved strain capacity and higher residual post-peak tensile strength. (C) 2019 Elsevier Ltd. All rights reserved.
机译:橡胶水泥基质界面的粘合缺陷对水泥复合材料的耐久性有害。因此,已经提出了涂层橡胶骨料与共聚物克服这种缺陷。本文旨在探讨改进的橡胶水泥基质键对冰霜抗性的影响。冻融温度循环由嵌入砂浆样品的芯内的热传感器控制。测量相关量,如质量损失,长度变化,机械性能(相对动态的弹性模量,压缩和弯曲强度)和耐久性因子,表明橡胶化水泥基材料在冻融环境下比控制更耐受一。特别是,不管砂浆的轻微长度增益掺入涂覆的橡胶聚集体,共聚物涂层由于其提高的应变容量和较高的残余峰值拉伸强度而仍然使复合材料耐用。 (c)2019 Elsevier Ltd.保留所有权利。

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