EQUIVALENT MODEL OF EXPANSION OF CEMENT MORTAR UNDER SULPHATE EROSION

被引:0
|
作者
Jue Zhu~1 Minqiang Jiang~2 Jiankang Chen~(1*) ~1(Mechanics and Materials Science Research Center
机构
基金
中国国家自然科学基金;
关键词
size effect; microvoids; expansion; sodium sulfate attack;
D O I
暂无
中图分类号
TU528 [混凝土及混凝土制品];
学科分类号
摘要
The expansion property of cement mortar under the attack of sulfate ions is studied by experimental and theoretical methods.First,cement mortars are fabricated with the ratio of water to cement of 0.4,0.6,and 0.8.Secondly,the expansion of specimen immerged in sulphate solution is measured at different times.Thirdly,a theoretical model of expansion of cement mortar under sulphate erosion is suggested by virtue of represent volume element method.In this model, the damage evolution due to the interaction between delayed ettringite and cement mortar is taken into account.Finally,the numerical calculation is performed.The numerical and experimental results indicate that the model perfectly describes the expansion of the cement mortar.
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收藏
页码:327 / 332
页数:6
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