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任意支承梁的差分离散系统及其刚度矩阵的振荡性
引用本文:王其申,王大钧.任意支承梁的差分离散系统及其刚度矩阵的振荡性[J].应用数学和力学,2006,27(3):351-356.
作者姓名:王其申  王大钧
作者单位:安庆师范学院 物理与电气工程学院,安徽安庆 246011;2.北京大学 湍流与复杂系统国家重点实验室,北京 100871;3.北京大学 力学与工程科学系,北京 100871
摘    要:应用二阶中心差分公式,建立了任意支承的Euler梁的差分离散系统,导出了与之等效的弹簧-质点-刚杆模型.利用振荡矩阵理论,证明了上述系统的刚度矩阵的符号振荡性,完整的导出了正系统的充分必要条件.

关 键 词:Euler梁    差分离散系统    刚度矩阵    符号振荡性
文章编号:1000-0887(2006)03-0351-06
收稿时间:2004-03-26
修稿时间:2005-09-12

Difference Discrete System of the Euler-Beam With Arbitrary Supports and Sign-Oscillatory Property of Stiffness Matrices
WANG Qi-shen,WANG Da-jun.Difference Discrete System of the Euler-Beam With Arbitrary Supports and Sign-Oscillatory Property of Stiffness Matrices[J].Applied Mathematics and Mechanics,2006,27(3):351-356.
Authors:WANG Qi-shen  WANG Da-jun
Institution:Deptartment of Physics, Anqing Teachers College Anqing, Anqing, Anhui 246011, P. R. China;
Abstract:The difference discrete system of Euler beam with arbitrary supports was constructed by using the two order central difference formulas. This system is equivalent to the spring-mass pointrigid rod model. By using the theory about oscillatory matrix, the sign-oscillatory property of stiffiness matrices of this system was proved, and necessary and suffident condition for the system to be positive is obtained completely.
Keywords:Euler beam  difference discrete system  stiffness matrice  sign-oscillatory property
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