| 危岩主控结构面损伤模型研究 |
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| 引用本文： | 陈洪凯,唐红梅,叶四桥.危岩主控结构面损伤模型研究[J].应用数学和力学,2006,27(7):845-851. |
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| 作者姓名： | 陈洪凯 唐红梅 叶四桥 |
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| 作者单位： | 重庆大学 西南资源开发及环境灾害控制工程教育部重点实验室,重庆 400044;2.重庆交通大学 岩土工程研究所,重庆 400074 |
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| 基金项目： | 重庆市自然科学基金;国家重点实验室基金 |
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| 摘 要： | 危岩是迄今研究程度极其薄弱的地质灾害类型，而主控结构面受荷损伤是危岩发育机理研究的核心技术．通过定义主控结构面裂端损伤区，运用损伤力学方法建立了裂端损伤区的即时泊松比和即时弹性模量的计算方法，并据此构建了主控结构面裂端损伤本构方程，为主控结构面断裂演化数值模拟奠定了理论基础．
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| 关 键 词： | 危岩 主控结构面 损伤区 损伤模型 应用 |
| 文章编号： | 1000-0887（2006）07-0845-07 |
| 收稿时间： | 2004-09-28 |
| 修稿时间： | 2006-03-30 |
Research on Damage Model of Control Fissure in Perilous Rock |
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| CHEN Hong-kai,TANG Hong-mei,YE Si-qiao.Research on Damage Model of Control Fissure in Perilous Rock[J].Applied Mathematics and Mechanics,2006,27(7):845-851. |
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| Authors: | CHEN Hong-kai TANG Hong-mei YE Si-qiao |
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| Institution: | Key Laboratory For the Exploitation of Southwestern Resources & the Environmental Disaster Control Engineering, Ministry of Education, Chongqing University, Chongqing 400044, P. R. China; |
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| Abstract: | Hitherto,perilous rock is the weakest topic in disaster studies.Specially,damage of control fissure under loads is one key technique in study of developing mechanism of perilous rock.Damage division of end area of control fissure was defined,then calculation methods of timed-Poisson's ratio and timed-Young's modulus were established in damage mechanics theory. Further,the damage constitutive equation of control fissure is set up,which founds important basis to numerical simulation for control fissure to develop. |
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| Keywords: | perilous rock control fissure damage area damage model application |
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