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EVALUATION OF AUTOGENOUS SHRINKAGE AND DRYING SHRINKAGE BASED ON BOUND WATER CONTENT OF CEMENTITIOUS MATERIALS

机译:基于胶结材料结合水含量的自收缩和干收缩评价

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摘要

This study is aimed at quantitatively evaluating autogenous and drying shrinkage of high-strength concrete. To this end, the bound water content of concrete samples both sealed and exposed to drying is measured at different ages and the relationship between autogenous shrinkage strain and bound water content obtained for sealed concrete. Then, assuming that autogenous shrinkage strain depends only on bound water content even under drying conditions, the autogenous shrinkage strain for samples exposed to drying is estimated and drying shrinkage calculated. The calculations by this new method demonstrate that conventional calculations based on the superposition principle overestimate autogenous shrinkage strain under drying, while also giving the percentage contribution of autogenous shrinkage strain to total strain.
机译:这项研究旨在定量评估高强度混凝土的自生和干燥收缩率。为此,在不同的年龄下测量密封和暴露于干燥的混凝土样品的结合水含量,以及自生收缩应变与密封混凝土获得的结合水含量之间的关系。然后,假设即使在干燥条件下自发收缩应变仅取决于结合水含量,则估计暴露于干燥的样品的自发收缩应变并计算出干燥收缩。通过这种新方法进行的计算表明,基于叠加原理的常规计算高估了干燥条件下的自发收缩应变,同时还给出了自发收缩应变对总应变的百分比贡献。

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