Evaluation of plastic shrinkage cracking of self-consolidating concrete

被引:1
|
作者
Turcry, Philippe [1 ]
Loukili, Ahmed
机构
[1] Univ La Rochelle, LEPTAB, La Rochelle, France
[2] Ecole Cent Nantes, Res Inst Civil Engn & Mech, Nantes, France
关键词
concrete; plastic shrinkage; self-consolidating concrete; shrinkage cracking;
D O I
暂无
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This paper describes an experimental investigation of plastic shrinkage cracking of self-consolidating concrete (SCC). Five SCC mixtures with compressive strengths ranging from 30 to 50 MPa were compared to five ordinary concrete (OC) mixtures. Free and restrained plastic shrinkage tests were performed in drying conditions. Depending on evaporation rate, plastic shrinkage occurs before setting (wind), or before and during setting (no-wind). In the presence Of wind, SCC and OC mixtures have almost the same plastic shrinkage. Moreover restrained shrinkage tests reveal that cracks of SCC tend to be less wide than cracks of OC. Nevertheless, when evaporation rate is low, SCC mixtures exhibit a higher plastic shrinkage than OC mixtures, due to their lack of bleeding. Consequently, SCC could be more vulnerable to shrinkage cracking, especially during setting. Thus, curing is recommended to protect SCC against evaporation at the fresh state.
引用
收藏
页码:272 / 279
页数:8
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