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Mathematical Theory of Transversally Isotropic Shells of Arbitrary Thickness at Static Load

机译:静载荷横向各向异性壳的数学理论

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Classical and non-classical refined theories of plates and shells, based on various hypotheses [1-7], for a wide class of boundary problems, can not describe with sufficient accuracy the SSS of plates and shells. These are boundary problems in which the plates and shells undergo local and burst loads, have openings, sharp changes in mechanical and geometric parameters (MGP). The problem also applies to such elements of constructions that have a considerable thickness or large gradient of SSS variations. The above theories in such cases yield results that can differ significantly from those obtained in a three-dimensional formulation. According to the logic in such theories, the accuracy of solving boundary problems is limited by accepted hypotheses and it is impossible to improve the accuracy in principle. SSS components are usually depicted in the form of a small number of members. The systems of differential equations (DE) obtained here have basically a low order. On the other hand, the solution of boundary value problems for non-thin elastic plates and shells in a three-dimensional formulation [8] is associated with great mathematical difficulties. Only in limited cases, the three-dimensional problem of the theory of elasticity for plates and shells provides an opportunity to find an analytical solution. The complexity of the solution in the exact three-dimensional formulation is greatly enhanced if complex boundary conditions or physically nonlinear problems are considered. Theories in which hypotheses are not used, and SSS components are depicted in the form of infinite series in transverse coordinates, will be called mathematical. The approximation of the SSS component can be adopted in the form of various lines [9-16], and the construction of a three-dimensional problem to two-dimensional can be accomplished by various methods: projective [9, 14, 16], variational [12, 13, 15, 17]. The effectiveness and accuracy of one or another variant of mathematical theory (MT) depends on the complex methodology for obtaining the basic equations.
机译:基于各种假设[1-7]的板材和贝壳的古典和非古典精炼理论,对于广泛的边界问题,不能用足够的精度来描述板和壳的SSS。这些是边界问题,其中板和炮弹经过局部和突发负载,具有开口,机械和几何参数的急剧性变化(MGP)。该问题也适用于具有相当厚度或SSS变化的大量厚度或大梯度的结构的这些元素。在这种情况下的上述理论产生的结果可以从三维配方中获得的结果显着差异。根据这样的理论中的逻辑,解决边界问题的准确性受到接受的假设的限制,原则上不可能提高准确性。 SSS组件通常以少数成员的形式描绘。这里获得的微分方程(DE)基本上是低阶。另一方面,非薄弹性板的边值问题和三维配方中的壳的解值问题[8]与大量数学困难相关。只有在有限的情况下,板材和贝壳弹性理论的三维问题都提供了找到分析解决方案的机会。如果考虑复杂的边界条件或物理非线性问题,则在确切的三维配方中溶液的复杂性大大提高。未使用假设的理论,并且SSS组件以横向坐标的无限系列的形式描绘,将被称为数学。 SSS组件的近似可以以各种线条[9-16]的形式采用,并且可以通过各种方法完成三维问题的三维问题:投影[9,14,16],变分[12,13,15,17]。数学理论(MT)的一个或另一个变体的有效性和准确性取决于获得基本方程的复杂方法。

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