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Flexural vibrations of clamped-free rhombic plates with corner stress singularities. Part I: review of research

机译:具有角应力奇点的无夹菱形板的挠曲振动。第一部分:研究回顾

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In this paper (part I) an ample review of the published literature of skew plate vibrations summarizes well over 100 references as background, bringing forth a need for accurate solutions incorporating stress singularity-based methodologies for analyzing this applied mechanics problem. Such an accurate method is presented in a part II companion paper for analysis of flexural vibrations of rhombic plates with all combinations of clamped and free edge conditions. The prime focus therein is that the analysis explicitly considers the bending stress singularities that occur in the two opposite, clamped-free corners with obtuse angles of the rhombic plates. The strength of these singularities increases significantly as the obtuse angles at the corners increase. Frequency relations summarized herein from this review of Mindlin and Reddy skew plate vibrations research enable investigators to obtain accurate 3-4 significant digit upper bounds on exact solutions of shear deformable skew plates, including the effects of stress singularities, given analogous Kirchhoff skew (rhombic) plate frequency solutions, and thereby eliminating the need to solve the complicated equations of shear deformation theories including stress singularity effects published elsewhere.
机译:在本文(第一部分)中,对倾斜板振动的已发表文献进行了详尽的回顾,总结了100多个参考文献作为背景,从而提出了一种结合基于应力奇异性的方法来分析此应用力学问题的精确解决方案的需求。这种精确的方法在第二部分随行文件中提出,用于分析菱形板在夹紧和自由边缘条件的所有组合下的弯曲振动。其中的主要重点是分析明确考虑了在两个相对的,无夹角的菱形板的钝角中出现的弯曲应力奇异性。这些奇异点的强度随着转角处钝角的增加而显着增加。通过对Mindlin和Reddy偏斜板振动研究的回顾,本文总结了频率关系,这使研究人员可以在可剪切变形偏斜板的精确解上获得准确的3-4个有效位数上限,包括给定的基尔霍夫斜度(斜方),包括应力奇异度的影响板频率解,从而消除了解决复杂的剪切变形理论方程(包括应力奇异效应)的需要。

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