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混凝土断裂力学虚拟裂缝模型的半解析有限元法
引用本文:王承强,郑长良. 混凝土断裂力学虚拟裂缝模型的半解析有限元法[J]. 应用数学和力学, 2004, 25(11): 1157-1162
作者姓名:王承强  郑长良
作者单位:大连理工大学 工程力学系,大连 116023
基金项目:国家教育部博士点专项基金资助项目(20010141024),教育部留学回国人员科研启动基金资助项目(教外司留[2001]498),辽宁省博士启动基金资助项目(2001102093),2001年国家高技术研究发展计划资助项目(2001AA412220)
摘    要:利用平面扇形域哈密顿体系的方程,通过分离变量法及共轭辛本征函数向量展开法,以解析的方法推导出基于混凝土断裂力学中虚拟裂缝模型的平面裂纹解析元列式.将该解析元与有限元相结合,构成半解析的有限元法,可求解任意几何形状和荷载混凝土平面裂纹的虚拟裂缝模型计算问题.数值计算结果表明方法对该类问题的求解是十分有效的,并有较高的精度.

关 键 词:哈密顿体系   虚拟裂缝模型   半解析有限元法
文章编号:1000-0887(2004)11-1157-06
收稿时间:2003-03-20
修稿时间:2003-03-20

Semi-Analytical Finite Element Method for Fictitious Crack Model in Fracture Mechanics of Concrete
WANG Cheng-qiang,ZHENG Chang-liang. Semi-Analytical Finite Element Method for Fictitious Crack Model in Fracture Mechanics of Concrete[J]. Applied Mathematics and Mechanics, 2004, 25(11): 1157-1162
Authors:WANG Cheng-qiang  ZHENG Chang-liang
Affiliation:Department of Engineering Mechanics, Dalian University of Technology, Dalian 116023, P. R. China
Abstract:Based on the Hamiltonian governing equations of plane elasticity for sectorial domain, the variable separation and eigenfunction expansion techniques were employed to develop a novel analytical finite element for the fictitious crack model in fracture mechanics of concrete. The new analytical element can be implemented into FEM program systems to solve fictitious crack propagation problems for concrete cracked plates with arbitrary shapes and loads. Numerical results indicate that the method is more efficient and accurate than ordinary finite element method.
Keywords:Hamiltonian system  fictitious crack model  semi-analytical finite element method
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