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Impact of time-dependant thermal expansion coefficient on the early-age volume changes in cement pastes

机译:随时间变化的热膨胀系数对水泥浆早期体积变化的影响

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Volume changes and time-dependent thermal expansion coefficient were determined at early stages and the measured total strain was separated into thermal strain and autogenous strain. Cement paste specimens were subjected to temperature histories that imitated hydration-induced temperature rise of the mass concrete. It was shown that the thermal expansion coefficient increased significantly with the development of hydration and became more conspicuous when the ground granulated blast furnace slag was added. The time-dependant increase of thermal expansion coefficient, due to self-desiccation, could result in considerable shrinkage strain at the end of the temperature history. The impact of the time-dependant increase of thermal expansion coefficient might be taken into account as one of the necessary factors in the crack control design from now and cannot even be neglected within the range of the water to binder ratio of this study, because the shrinkage originated in that effect sometimes exceed the autogenous shrinkage.
机译:在早期确定体积变化和随时间变化的热膨胀系数,并将测得的总应变分为热应变和自应变。水泥浆糊样品经历的温度历史模拟了水合诱导的大体积混凝土的温升。结果表明,随着水化的发展,热膨胀系数显着增加,当加入磨碎的高炉矿渣时,热膨胀系数变得更加明显。由于自干燥,随着时间的推移,热膨胀系数的增加可能会导致在温度记录结束时产生相当大的收缩应变。从现在起,可以将热膨胀系数随时间变化的影响作为裂纹控制设计中的必要因素考虑在内,并且在本研究的水与粘结剂之比的范围内甚至不能忽略,因为由该效应引起的收缩有时超过自发收缩。

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