A UNIFIED APPROACH FOR THE DYNAMICS OF BEAMS UNDERGOING ARBITRARY SPATIAL MOTION

被引:11
作者
BOUTAGHOU, ZE
ERDMAN, AG
机构
[1] Productivity Center, Department of Mechanical Engineering, University of Minnesota, Minneapolis, MN
来源
JOURNAL OF VIBRATION AND ACOUSTICS-TRANSACTIONS OF THE ASME | 1991年 / 113卷 / 04期
关键词
D O I
10.1115/1.2930213
中图分类号
O42 [声学];
学科分类号
070206 [声学]; 082403 [水声工程];
摘要
A unified approach to systematically derive the dynamic equations for flexible bodies is proposed. This approach is not limited to a particular definition of the field of kinematic representation of deformation. Dynamics of flexible bodies in arbitrary spatial motion experiencing small and large elastic deflections are considered. Two test cases are analyzed via the unified approach. For the first case, linear partial differential equations based on the Euler-Bernoulli beam theory with the von Karman geometric constraint for flexible bodies in planar motion are derived. These equations capture the centrifugal stiffening effects arising in fast rotating structures. For the second case, analytical and numerical evidence of out-of-plane vibrations of an inplane rotating three-dimensional Timoshenko beam with cross sectional area of arbitrary shape is reported.
引用
收藏
页码:494 / 507
页数:14
相关论文
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