高阶梁理论中面内变形的影响

Q3 Engineering
E. Sapountzakis, A. Argyridi
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引用次数: 6

摘要

摘要将欧拉-伯努利或蒂斯莫申科梁理论与高阶梁理论进行比较,可以描述一个本质的区别:额外的自由度解释了平面外(翘曲)和平面内(畸变)现象,导致出现各自的高阶几何常数。本文在简要综述了考虑翘曲和畸变变形的主梁理论文献后,通过从文献中提取的屈曲数值例子,检验了高阶梁理论评估的梁响应中畸变的影响。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Influence of in-Plane Deformation in Higher Order Beam Theories
Abstract Comparing Euler-Bernoulli or Tismoshenko beam theory to higher order beam theories, an essential difference can be depicted: the additional degrees of freedom accounting for out-of plane (warping) and in-plane (distortional) phenomena leading to the appearance of respective higher order geometric constants. In this paper, after briefly overviewing literature of the major beam theories taking account warping and distortional deformation, the influence of distortion in the response of beams evaluated by higher order beam theories is examined via a numerical example of buckling drawn from the literature.
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来源期刊
Strojnicky Casopis
Strojnicky Casopis Engineering-Mechanical Engineering
CiteScore
2.00
自引率
0.00%
发文量
33
审稿时长
14 weeks
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