Creep law of self-compacting concrete

被引:1
|
作者
Xiong, X. Y. [1 ]
Wang, L. J. [1 ]
机构
[1] Tongji Univ, Coll Civil Engn, Shanghai 200092, Peoples R China
关键词
Self-compacting concrete; Creep; Creep compliance; Coefficient of variation; Prediction model; MODEL B3; SHRINKAGE; JUSTIFICATION; REFINEMENTS; DESIGN;
D O I
10.1179/1432891714Z.0000000001185
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
To enhance the prediction accuracy of long-term concrete creep, creep tests for five groups of self-compacting concrete with different loading ages were conducted. Based on the test data, this paper reviewed the accuracy of conventional concrete creep prediction models including GL2000, B3 and CEB-FIP (1990). Through comparisons of the variant coefficients, the prediction accuracy of the different models was analysed. The results showed that these three models underestimate the creep compliance of self-compacting concrete and that GL2000 fits best with the experimental data. Furthermore, five new creep prediction models of different loading ages based on the comprehensive analyses were proposed. Comparisons of the results of the proposed methods with measured data of creep compliance showed good agreement.
引用
收藏
页码:739 / 743
页数:5
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