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A Refined Theory Of Elastic Thick Plates For Extensional Deformation

机译:弹性厚板拉伸变形的精细理论

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Based on elasticity theory, various two-dimensional (2D) equations and solutions for extensional deformation have been deduced systematically and directly from the three-dimensional (3D) theory of thick rectangular plates by using the Papkovich-Neuber solution and the Lur'e method without ad hoc assumptions. These equations and solutions can be used to construct a refined theory of thick plates for extensional deformation. It is shown that the displacements and stresses of the plate can be represented by the displacements and transverse normal strain of the midplane. In the case of homogeneous boundary conditions, the exact solutions for the plate are derived, and the exact equations consist of three governing differential equations: the biharmonic equation, the shear equation, and the transcendental equation. With the present theory a solution of these can satisfy all the fundamental equations of 3D elasticity. Moreover, the refined theory of thick plate for bending deformation constructed by Cheng is improved, and some physical or mathematical explanations and proof are provided to support our justification. It is important to note that the refined theory is consistent with the decomposition theorem by Gregory. In the case of nonhomogeneous boundary conditions, the approximate governing differential equations and solutions for the plate are accurate up to the second-order terms with respect to plate thickness. The correctness of the stress assumptions in the classic plane-stress problems is revised. In an example it is shown that the exact or accurate solutions may be obtained by applying the refined theory deduced herein.
机译:基于弹性理论,使用Papkovich-Neuber解和Lur'e方法,从厚矩形板的三维(3D)理论系统地,直接地推导了各种二维(2D)方程和拉伸变形的解决方案没有临时的假设。这些方程式和解可用于构造用于扩展变形的厚板的精细理论。结果表明,板的位移和应力可以用中平面的位移和横向法向应变表示。在均质边界条件下,导出了板的精确解,精确方程由三个支配的微分方程组成:双谐波方程,剪切方程和超越方程。利用本理论,这些解决方案可以满足所有3D弹性的基本方程式。此外,改进了Cheng所建立的厚板弯曲变形理论,并提供了一些物理或数学解释及证明来支持我们的论证。重要的是要注意,改进的理论与格雷戈里的分解定理是一致的。在非均匀边界条件的情况下,板的近似控制微分方程和解在板厚度方面可以精确到二阶项。修正了经典平面应力问题中应力假设的正确性。在一个示例中,示出了可以通过应用本文推导的改进的理论来获得精确或准确的解决方案。

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