IMECH-IR  > 力学所知识产出(1956-2008)
斜加筋悬臂板的振动分析
缪经良; 欧阳怡
Source Publication机械强度
1985
Volume7Issue:4Pages:66-71
ISSN1001-9669
Abstract本文利用李国豪教授1957年提出的斜交异性板的弯曲理论中的变形关系,由能量法推导了这种板的刚度矩阵,求得了板的振动方程及其边界条件.还选用了一组未曾分离变量的形函数,并使它既能满足位移边界条件,又以能量形式满足力的边界条件。编制了计算程序,计算了这种结构的固有频率和振型。与实验结果比较,两者符合较好。
Keyword位移边界条件 振动分析 悬臂板 能量法 振动方程 刚度矩阵 加筋板 计算程序 形函数
Language中文
Document Type期刊论文
Identifierhttp://dspace.imech.ac.cn/handle/311007/37382
Collection力学所知识产出(1956-2008)
Corresponding Author缪经良
Recommended Citation
GB/T 7714
缪经良,欧阳怡. 斜加筋悬臂板的振动分析[J]. 机械强度,1985,7,4,:66-71.
APA 缪经良,&欧阳怡.(1985).斜加筋悬臂板的振动分析.机械强度,7(4),66-71.
MLA 缪经良,et al."斜加筋悬臂板的振动分析".机械强度 7.4(1985):66-71.
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