Shrinkage-cracking behavior of OPC-fiber concrete at early-age

被引:17
|
作者
Aly, Tarek [1 ]
Sanjayan, Jay G. [2 ]
机构
[1] RMIT Univ, Dept Civil Environm & Chem Engn, Melbourne, Vic, Australia
[2] Swinburne Univ Technol, Fac Engn & Ind Sci, Hawthorn, Vic 3122, Australia
基金
澳大利亚研究理事会;
关键词
OPC concrete; Shrinkage; Polypropylene fiber; Restrained shrinkage; Cracking; Water loss; Pore structure; DRYING SHRINKAGE; POLYPROPYLENE;
D O I
10.1617/s11527-009-9526-7
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The current paper presents the results of early-age restrained shrinkage (RS) tests on Ordinary Portland Cement (OPC) concretes incorporating admixed polypropylene fiber (PP). Four concrete mixtures made with OPC containing various volume fractions of PP fiber were tested. Two identical specimens of each mixture were tested: one subjected to fully restrained conditions and the other allowed to shrink freely, both under the drying conditions of 23A degrees C and 50% relative humidity at the age of 24 h. Direct and indirect tensile tests were also performed in the same concretes to monitor the tensile strength development. With increasing fiber contents in mixture, the tensile strength, creep and elastic modulus characteristics have not significantly changed during the first week of age. Increasing the volume fractions of PP fiber significantly delayed the time of cracking owing to the delayed onset of RS, which is beneficial to crack resistance.
引用
收藏
页码:755 / 764
页数:10
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