Experimental Investigation on Shrinkage and Creep of High Strength Concrete at Early Ages

Y. Yang, M. Xu, R. Sato, M. Tezuka
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引用次数: 1

Abstract

This paper presents an experimental investigation on shrinkage and creep of high strength concrete, in which 200 x 250 x 300 mm specimens were used, sealed or dried and loaded at different ages, including earlier age after casting. For this purpose high strength concrete was made with high-early strength cement and silica fume. The effects of the age at which drying and loading started on shrinkage and creep properties are discussed. Creep at early age of loading develops very quickly. The earlier the age when drying, the larger the total shrinkage is, and the relation between increment of autogenous shrinkage after drying and increment of drying shrinkage is approximately linear, independent of the age when drying started. Based on the experimental results, the equations of CEB-FIP MODEL CODE 1990 are modified by using regression analysis for predicting autogenous shrinkage and creep of high strength concrete at various ages.
高强混凝土早期收缩徐变试验研究
本文采用200 × 250 × 300 mm的高强度混凝土试件,在不同龄期(包括浇筑后早期龄期)密封或干燥加载,进行了收缩徐变试验研究。为此,采用高早强水泥和硅灰配制高强混凝土。讨论了干燥和加载龄期对收缩和蠕变性能的影响。加载初期蠕变发展非常迅速。干燥龄期越早,总收缩率越大,干燥后自收缩率增量与干燥收缩率增量呈近似线性关系,与干燥龄期无关。在试验结果的基础上,采用回归分析方法对CEB-FIP模型CODE 1990中预测高强混凝土不同龄期自收缩徐变的方程进行了修正。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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