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Buckling Of Fgm Hybrid Truncated Conical Shells Subjected To Hydrostatic Pressure

机译:Fgm混合截断圆锥壳在静水压力作用下的屈曲

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In this study, the buckling of thin truncated conical shells made of functionally graded materials (FGMs) subjected to hydrostatic pressure is investigated. The material properties of functionally graded truncated conical shell are assumed to vary continuously through the thickness. The variation of properties followed an arbitrary distribution in terms of the volume fractions of the constituents. The fundamental relations, the stability and compatibility equations of FGM hybrid truncated conical shells are obtained. Using Galerkin's method, these equations were transformed to pairs of time-dependent differential equations and then hydrostatic buckling pressure expression was obtained. Numerical calculations have been made for fully metal, fully ceramic, Si_3N_4/Ni and ZrO_2/Ti-6Al-4V truncated conical shells. The results reveal that the volume fraction distributions have a significant effect on the buckling pressure of FGM hybrid truncated conical shells. Finally, results are validated through comparison of obtained values with those in the literature.
机译:在这项研究中,研究了承受水压的功能梯度材料(FGM)制成的圆锥台形薄壳的屈曲。假定功能梯度圆锥台的材料特性在厚度范围内连续变化。性质的变化遵循成分的体积分数的任意分布。得到了FGM混合截头圆锥壳的基本关系,稳定性和相容性方程。使用Galerkin方法,将这些方程转换为时间相关的微分方程对,然后获得静液压屈曲压力表达式。对全金属,全陶瓷,Si_3N_4 / Ni和ZrO_2 / Ti-6Al-4V截顶圆锥壳进行了数值计算。结果表明,体积分数分布对FGM混合截头圆锥壳的屈曲压力有显着影响。最后,通过将获得的值与文献中的值进行比较来验证结果。

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