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膨胀混凝土延迟膨胀损伤模型
引用本文:杜宇,蒋林华,仇高山,周晓明,杨虎.膨胀混凝土延迟膨胀损伤模型[J].水利水电科技进展,2010,30(4):4-7.
作者姓名:杜宇  蒋林华  仇高山  周晓明  杨虎
作者单位:1. 河海大学水文水资源与水利工程科学国家重点实验室,江苏,南京,210098;河海大学力学与材料学院,江苏,南京,210098;华电电力科学研究院,浙江,杭州,310030
2. 河海大学水文水资源与水利工程科学国家重点实验室,江苏,南京,210098;河海大学力学与材料学院,江苏,南京,210098
3. 中铁十四局集团第三工程有限公司,山东,兖州,271200
基金项目:国家自然科学基金,水文水资源与水利工程科学国家重点实验室专项 
摘    要:以钙矾石为膨胀源的膨胀混凝土的延迟钙矾石在很大程度上影响混凝土耐久性。当得到充足水分和硫酸盐时,延迟钙矾石迅速生成,导致混凝土损伤。对该情形下的延迟钙矾石行为进行分析研究。根据膨胀混凝土延迟膨胀的特点,利用时间标志将膨胀混凝土延迟钙矾石损伤理论分段讨论。在此基础上,利用Fick扩散定律、损伤力学理论建立损伤模型,同时利用损伤力学及弹性力学对时间标志进行推定。

关 键 词:钙矾石膨胀源  膨胀混凝土  延迟钙矾石  损伤模型
修稿时间:2010/9/2 0:00:00

Damage model for delayed-expansion of expansive concrete
DU Yu,JIANG Lin-hua,QIU Gao-shan,ZHOU Xiao-ming,YANG Hu.Damage model for delayed-expansion of expansive concrete[J].Advances in Science and Technology of Water Resources,2010,30(4):4-7.
Authors:DU Yu  JIANG Lin-hua  QIU Gao-shan  ZHOU Xiao-ming  YANG Hu
Affiliation:DU Yu1,2,3,JIANG Lin-hua1,QIU Gao-shan4,ZHOU Xiao-ming1,YANG Hu1,2(1.State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering,Hohai University,Nanjing 210098,China,2.College of Mechanics and Materials,3.Huadian Electric Research Institute,Hangzhou 310030,4.3rd Engineering Co.,Ltd.of China Railway 14th Group Corporation,Yanzhou 271200,China)
Abstract:The delayed ettringite formation in the expansive concrete with ettringite as the expansive source has great impact on the durability of the expansive concrete.When there is plenty of water and sulfate,the delayed ettringite formation is rapidly generated,resulting in the damage of concrete.The behaviors of the delayed ettringite formation under the above situation were studied.According to the properties of delayed expansion of the expansive concrete,the damage procedure of the concrete owing to the delaye...
Keywords:ettringite expansion source  expansive concrete  delayed ettringite formation  damage model  
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