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首页> 外文期刊>Acta Mechanica >On the solution of eigenvalue problems of laminated non-homogeneous orthotropic circular shells with clamped edges subjected to hydrostatic pressure
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On the solution of eigenvalue problems of laminated non-homogeneous orthotropic circular shells with clamped edges subjected to hydrostatic pressure

机译:静压作用下夹层非均质正交异性圆壳的特征值问题的求解

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摘要

This article presents a method to study the free vibration and stability of laminated homogeneous and non-homogeneous orthotropic cylindrical, truncated and complete conical shells of general staking with clamped edges under a hydrostatic pressure. Based on the Love first approximation theory, the basic relations, the modified Donnell-type stability and compatibility equations have been obtained for laminated orthotropic truncated conical shells, the material properties of which vary piecewise continuously in the thickness direction. To solve this problem an unknown parameter λ was included in the approximation functions. Applying Galerkin methods, the buckling pressures and fundamental natural frequencies of laminated homogeneous and non-homogeneous orthotropic conical shells are obtained. The parameter λ which is included in the obtained formulas is obtained from the minimum conditions of critical stresses and frequencies. The different generalized values are obtained for the parameter λ for buckling pressures and frequencies of cylindrical shells, truncated and complete conical shells. The appropriate formulas for single-layer and laminated cylindrical shells made of homogeneous and non-homogeneous, orthotropic and isotropic materials are found as a special case. Finally, the influences of the degree of non-homogeneity, the number and ordering of layers and the variations of conical shell characteristics on the critical hydrostatic pressure and natural frequencies are investigated. The results obtained for homogeneous cases are compared with their counterparts in the literature.
机译:本文提出了一种在静水压力下研究带夹边的普通桩的均质和非均质正交各向异性的正交圆柱,截头和完整圆锥壳的自由振动和稳定性的方法。基于洛夫一阶近似理论,获得了正交各向异性截短圆锥壳的基本关系,修正的Donnell型稳定性和相容性方程,其材料特性在厚度方向上呈连续变化。为了解决该问题,在近似函数中包括未知参数λ。应用Galerkin方法,获得了均质和非均质正交异性圆锥壳层合的屈曲压力和基本固有频率。从临界应力和频率的最小条件获得所获得的公式中包括的参数λ。对于圆柱壳,截头和完整的圆锥形壳的屈曲压力和频率,参数λ获得了不同的广义值。在特殊情况下,可以找到适用于由均质和非均质,正交各向异性和各向同性材料制成的单层和叠层圆柱壳的合适公式。最后,研究了非均匀度,层数和有序性以及圆锥壳特性的变化对临界静水压力和固有频率的影响。将同类案件的结果与文献中的同类案件进行比较。

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