A Damage Model of Concrete under Freeze-Thaw Cycles

被引：2
|
作者：
卫军
机构：
[1] China
[2] School of Civil Engineering & Mechanics
[3] Huazhong University of Science and Technology Wuhan 430074
来源：
JournalofWuhanUniversityofTechnology-MaterialsScience | 2003年 / 03期
关键词：
concrete; frost durability; damage model; parameters of model;
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：
0805 ; 080502 ; 081304 ;
摘要：
The frost durability of concrete is considered from structural engineering points of view.Specific failure process is analyzed and a damage model is established,which can describe the deterioration of concrete during the whole freeze thawing process.The model is verified by test data.The parameters of model can explain the effect of pore structures or water to binder ratio on frost durability of concrete.
引用
收藏
页码：40 / 42
页数：3
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