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Thermal expansion of epoxy and polyester polymer mortars - plain mortars and fibre-reinforced mortars

机译:环氧和聚酯聚合物砂浆的热膨胀-普通砂浆和纤维增强砂浆

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The study was conducted in order to determine the coefficient of thermal expansion of two specific binder formulations of epoxy and unsaturated polyester polymer mortars. The variation of this parameter with temperature was also analysed. Polymer concrete and mortars have been observed to have lower coefficients of thermal expansion at lower temperatures than at higher temperatures. Plots of strains vs. temperature are often bilinear, indicating a sharp change in the coefficient of thermal expansion (International Congress on Polymers in Concrete, July 1995). To determine how this discontinuity varies for these two materials, specimens of both formulations were tested for several temperature ranges between -20 and 60 degreesC. In addition, to determine the influence of fibre reinforcements on thermal expansion of polymer mortars, epoxy polymer mortars reinforced with both carbon and glass chopped fibres were also tested for thermal expansion. It was concluded that, for both formulations, the variation of thermal expansion with temperature follows a parabolic law rather than a bilinear law. The reinforcement of chopped glass fibres (1%) has no significant effect on thermal expansion of epoxy polymer mortar, while the inclusion of carbon fibres (2%) on the same mortar formulation has a reducing effect on thermal expansion of this composite material for temperatures above room temperature. (C) 2003 Elsevier Ltd. All rights reserved. [References: 13]
机译:进行这项研究是为了确定环氧和不饱和聚酯聚合物砂浆的两种特定粘合剂配方的热膨胀系数。还分析了该参数随温度的变化。已经观察到,聚合物混凝土和砂浆在较低温度下具有比在较高温度下低的热膨胀系数。应变与温度的关系图通常是双线性的,表明热膨胀系数发生了急剧变化(国际混凝土中聚合物大会,1995年7月)。为了确定这两种材料的不连续性如何变化,对两种配方的样品在-20至60摄氏度的几个温度范围内进行了测试。此外,为了确定纤维增强材料对聚合物砂浆热膨胀的影响,还对用碳纤维和玻璃短切纤维增强的环氧聚合物砂浆进行了热膨胀测试。结论是,对于两种配方,热膨胀随温度的变化均遵循抛物线定律而不是双线性定律。短切玻璃纤维的增强(1%)对环氧聚合物砂浆的热膨胀没有显着影响,而在相同的砂浆配方中包含碳纤维(2%)对这种复合材料在温度下的热膨胀却具有降低的影响高于室温。 (C)2003 Elsevier Ltd.保留所有权利。 [参考:13]

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