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Effect of Temperature and Relative Humidity on Concrete Creep and Shrinkage

机译:温度和相对湿度对混凝土蠕变和收缩的影响

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摘要

Concrete creep and shrinkage strain obtained in constant temperature and constant humidity room are different from those observed in the actual condition. Most of creep and shrinkage strain prediction equations predict the creep coefficient and shrinkage strain under the constant temperature and constant relative humidity. The effects of temperature history and relative humidity change of atmosphere are not considered in these equations. In this study, the effect of the change of atmosphere condition on creep and shrinkage strain is discussed. It is shown that the concrete creep and shrinkage strain in actual ambient are influenced by cating season of concrete. Creep and shrinkage strain of concrete cast in winter are much bigger than those in summer. The significance to consider the effect of environmental change o nconcrete creep and shrinkage strain is emphasized in this paper.
机译:在恒温恒湿室内获得的混凝土蠕变和收缩应变与实际情况不同。大多数蠕变和收缩应变预测方程可预测在恒定温度和恒定相对湿度下的蠕变系数和收缩应变。这些方程式未考虑温度历史和大气相对湿度变化的影响。在这项研究中,讨论了大气条件的变化对蠕变和收缩应变的影响。结果表明,混凝土在实际环境中的蠕变和收缩应变受混凝土结凝季节的影响。冬季浇铸混凝土的蠕变和收缩应变要比夏季大得多。本文强调了考虑环境变化对混凝土蠕变和收缩应变的影响的重要性。

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