摘要
本文提出了屈曲相关初缺陷的概念,采用最优模态分析方法,由Bernolli-Euler梁方程出发给出了弹性杆在齐次边条件下的动态屈曲模态、由此对两端固支弹性杆的动态屈曲模态进行了讨论.
The conception of buckling relative initial imperfection is presented in this paper. According to Bernoulli-Euler beam equation, the dynamic buckling mode of an elastic bar under the. homogeneous boundary conditions can be derived by applying the preferred mode analytical method. As an example, the dynamic buckling mode of an elastic bar clamped at both ends is discussed.
出处
《应用数学和力学》
EI
CSCD
北大核心
1990年第1期61-66,共6页
Applied Mathematics and Mechanics
基金
山西省自然科学基金资助课题
