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Determination of the Three-Dimensional Stress-Strain State of a Thick-Walled Two-Layer Cylinder

机译:厚壁两层圆柱的三维应力应变状态的确定

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摘要

As a result of the separation of the angular variable, the investigation of the three-dimensional stress-strain state of a finite two-layer thick-walled cylinder is reduced to the solution of one-dimensional boundary-value problems. The components of the vector of displacements and the stress tensor are represented in the form of series specified by the constructed eigenfunctions. A method for the analytic-numerical solution of the boundary-value problems for two-layer cylinders is developed. The numerical criteria for the convergence of the method are theoretically established for the first time. It is shown that the accuracy with which the boundary conditions are satisfied is determined by a single number, namely, by the minimum of the quadratic form.
机译:由于角度变量的分离,对有限的两层厚壁圆柱的三维应力-应变状态的研究被简化为一维边界值问题的解决方案。位移矢量和应力张量的分量由构造的本征函数指定的级数形式表示。提出了一种求解两层圆柱体边值问题的解析数值方法。理论上首次建立了该方法收敛的数值标准。可以看出,满足边界条件的精度由一个整数确定,即由二次形式的最小值确定。

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