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Evaluation of models for estimating concrete strains due to drying shrinkage

机译:干燥收缩引起的混凝土应变估算模型的评估

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The present contribution focuses on a comparative study of shrinkage prediction models according to the European Standard Eurocode 2 (EC2), the recommendation by ACI committee 209 and fib Model Code for Concrete Structures 2010. The estimated ultimate drying shrinkage strains and the predicted evolution of drying shrinkage strains are compared with respective shrinkage strains measured on normal-strength concrete specimens of different sizes. For all prediction models, the estimated ultimate values are found to agree quite well with the ultimate drying shrinkage strains measured on thin concrete slices. Whereas the evolution of drying shrinkage strains measured on small concrete prisms agree quite well with the predicted values, substantial differences between code values and experimental data are encountered for larger specimen sizes.
机译:本稿着重于根据欧洲标准Eurocode 2(EC2),ACI委员会209的建议和fib《混凝土结构模型代码》 2010对收缩预测模型的比较研究。将收缩应变与在不同尺寸的普通强度混凝土试件上测得的收缩应变进行比较。对于所有预测模型,发现估计的最终值与在混凝土薄片上测得的最终干燥收缩应变非常吻合。尽管在小型混凝土棱柱上测得的干燥收缩应变的变化与预测值非常吻合,但是对于较大的样本尺寸,代码值和实验数据之间存在很大差异。

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