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首页> 外文期刊>Journal of Mechanical Science and Technology >Beam stability on an elastic foundation subjected to distributed follower force
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Beam stability on an elastic foundation subjected to distributed follower force

机译:弹性分布在跟随力作用下的弹性地基梁的稳定性

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摘要

Problems related to the stability and behavior of a cantilevered beam with a tip mass on an elastic foundation and subjected to a distributed follower force are addressed. The stability of a beam partially attached to an elastic foundation is also considered. The dynamic stability of a beam subjected to a distributed follower force is formulated by using finite element method to get a general eigenvalue problem. The influence of the modulus on the elastic foundation and the ratio of the cantilevered beam's mass to the tip mass on the critical flutter are investigated. Finally, the stability of the cantilevered beam is found to depend on both the modulus of the elastic foundation and the ratio of the cantilevered beam's mass to the tip mass.
机译:解决了与在弹性基础上具有尖端质量的悬臂梁的稳定性和性能有关的问题,该悬臂梁具有分布的从动力。还考虑了部分连接到弹性基础的梁的稳定性。利用有限元方法,计算了受到分布的从动力作用的梁的动力稳定性,得到了一般的特征值问题。研究了模量对弹性基础的影响以及悬臂梁质量与尖端质量之比对临界颤动的影响。最后,发现悬臂梁的稳定性取决于弹性地基的模量以及悬臂梁的质量与尖端质量之比。

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