摘要
本文对于环形薄板单元取包含贝塞尔函数的谐振变形作为形状函数,解决了关于特殊函数的复杂积分问题.从而精确推导了环形单元的动刚度矩阵,并用直接刚度法进行了校核.接着,又着重于将封闭形式的动刚度矩阵,按频率平方的升幂式展开,得到了简洁完备的结果,以此作为结构动力特性分析和响应计算的基础.
The dynamic deformation of harmonic vibration is used as the shape functions of the finite annular plate element, and some integration difficulties related to the Bessel's functions are solved in this paper. Then the dynamic stiffness matrix of the finite annular plate element is established in closed form and checked by the direct stiffness method. The paper has given wide coverage for decomposing the.dynamic matrix into the power series of frequency squ'are. By utilizing the axial symmetry of annular elements, the modes with different numbers of nodal diameters are separately treated. Thus some terse and complete results are obtained as the foundation of structural characteristic analysis and dynamic response computation.
出处
《应用数学和力学》
EI
CSCD
北大核心
1989年第12期1089-1099,共11页
Applied Mathematics and Mechanics
