| 混凝土Ⅰ型裂缝的静力断裂损伤耦合分析 | |
| 田佳琳 ; 李庆斌 ; TIAN Jia-lin ; LI Qing-bin | |
| 2010-06-10 ; 2010-06-10 | |
| 关键词 | 混凝土 断裂 损伤 耦合 concrete fracture-damage coupled analysis iterative method cracking TU528.0 |
| 其他题名 | Fracture-damage coupled analysis for mode Ⅰ cracking in concrete under static load |
| 中文摘要 | 本文研究混凝土Ⅰ型裂缝断裂和损伤全耦合分析的迭代方法。首先将Mazars给出的混凝土在静力作用下的损伤本构关系进行了推广,考虑了线弹性断裂力学和Mazars损伤模型的耦合关系,推导出了混凝土Ⅰ型裂纹尖端附近损伤因子的表达式,然后根据其表达式对大体积混凝土断裂韧度试验中的混凝土试件进行了实例计算,得到了损伤因子的等值线图,由此可以确定完全损伤区和损伤区的范围。在分析等值线图后,得出了可用迭代方法对混凝土Ⅰ型裂缝进行断裂和损伤全耦合分析的结论。; An iterative method for fully coupled fracture-damage analysis of mode Ⅰ cracking in concrete is proposed.In this method the fracture and damage constitutive equation of concrete under static load suggested by Mazars is extended and the linear elastic fracture mechanics is coupled with Mazars' damage model to deduce the expression of damage factor in the field of the tip of mode Ⅰ cracking in concrete.The method is used to calculate the damage of the concrete sample for fracture toughness test.The damaged zone and completely damaged zone are determined according to the damage factor contours.It may conclude that the proposed iterative method can be applied to analyze the fracture and damage of concrete with mode Ⅰ cracking.; 国家自然科学基金资助项目(50225927) |
| 语种 | 中文 ; 中文 |
| 内容类型 | 期刊论文 |
| 源URL | [http://hdl.handle.net/123456789/60092]  |
| 专题 | 清华大学 |
| 推荐引用方式 GB/T 7714 | 田佳琳,李庆斌,TIAN Jia-lin,等. 混凝土Ⅰ型裂缝的静力断裂损伤耦合分析[J],2010, 2010. |
| APA | 田佳琳,李庆斌,TIAN Jia-lin,&LI Qing-bin.(2010).混凝土Ⅰ型裂缝的静力断裂损伤耦合分析.. |
| MLA | 田佳琳,et al."混凝土Ⅰ型裂缝的静力断裂损伤耦合分析".(2010). |
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