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大体积混凝土结构温度荷载下的细观损伤分析
Thermal Damage Analysis for Mass Concrete Due to Temperature Change
【摘要】 从细观力学和断裂力学的角度分析了混凝土材料中骨料和水泥砂浆界面上变温引起的开裂损伤 ,给出了裂缝随温度变化的扩展规律 ,将损伤变量表达为温度的函数 ,从而为计算大体积混凝土结构施工期由于变温而造成的损伤提供了理论基础 .研究结果表明常温下的变温荷载亦会引起混凝土材料力学性能的变化 .
【Abstract】 In this paper, thermal damage on the interface between aggregate and cement paste of concrete is analyzed by micro mechanics and fracture mechanics.An analytical expression with the damage variable as a function of temperature increase is obtained and elastic modulus, increasing with age, is considered in the expression. The study reveals that temperature increase leads to deterioration of concrete property.
【关键词】 大体积混凝土;
温度荷载;
损伤;
裂缝;
弹性模量;
【Key words】 mass concrete; temperature; damage; crack; elastic modulus;
【Key words】 mass concrete; temperature; damage; crack; elastic modulus;
【基金】 国家自然科学基金资助项目! ( 59739180 )
- 【文献出处】 河海大学学报(自然科学版) ,JOURNAL OF HOHAI UNIVERSITY , 编辑部邮箱 ,2000年04期
- 【分类号】TU37
- 【被引频次】44
- 【下载频次】431