A simple method for mechanical analysis of pressurized functionally graded material thick-walled cylinder

Yijie Liu, Bensheng Huang, Mingdao Yuan, Yunqian Xu, Wei Wang, Fengjie Yang
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Abstract

The complex function method is employed to establish a mechanical model for pressurized thick-wall cylinders made of functionally graded materials (FGM). This model is applicable to all radial varying modes of material properties, including both continuous and discontinuous variations in Young’s modulus and Poisson’s ratio. The main concept behind this mechanical model involves dividing the thick-walled cylinder into concentric thin cylinders, each equipped with a pair of analytical functions representing stress functions. By imposing continuity conditions between adjacent thin cylinders and considering the stress boundary conditions of the entire structure, all unknown forms of analytical functions can be determined. Subsequently, by establishing the correspondence relationship between these analytical functions and stress or displacement, it becomes possible to solve for the stress or displacement at any radial position within the thick-walled cylinder. Through comparison and verification against the numerical simulation results, it can demonstrate that as long as the differential scale is sufficiently small, high accuracy can be achieved in the final result. In other words, solutions obtained for multi-layered hollow cylinder converge toward those obtained for continuously graded thick-walled cylinder. Notably, by starting from the level of stress function and avoiding complex differential and integral equations, a linear equation system can provide information on stress and displacement distributions along the radial direction. Therefore, compared to other solving methods available, this proposed approach offers simplicity and applicability.
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加压功能分级材料厚壁圆柱体力学分析的简单方法
本文采用复变函数法建立了一个由功能分级材料(FGM)制成的加压厚壁圆柱体的力学模型。该模型适用于材料特性的所有径向变化模式,包括杨氏模量和泊松比的连续和不连续变化。该力学模型的主要概念是将厚壁圆柱体划分为同心薄圆柱体,每个薄圆柱体都配有一对代表应力函数的分析函数。通过在相邻薄圆柱体之间施加连续性条件,并考虑整个结构的应力边界条件,可以确定分析函数的所有未知形式。随后,通过建立这些分析函数与应力或位移之间的对应关系,就可以求解厚壁圆柱体内任意径向位置的应力或位移。通过与数值模拟结果的对比和验证,可以证明只要微分尺度足够小,最终结果就能达到很高的精度。换句话说,多层空心圆柱体的求解结果趋近于连续分级厚壁圆柱体的求解结果。值得注意的是,通过从应力函数水平出发,避免复杂的微分方程和积分方程,线性方程组可以提供沿径向的应力和位移分布信息。因此,与现有的其他求解方法相比,这种方法具有简便性和适用性。
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