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Analytical Solution for Radial Deformations of Functionally Graded Isotropic and Incompressible Second-Order Elastic Hollow Spheres

机译:功能梯度各向同性和不可压缩二阶弹性空心球体径向变形的解析解

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We analytically analyze radial expansion/contraction of a hollow sphere composed of a second-order elastic, isotropic, incompressible and inhomogeneous material to delineate differences and similarities between solutions of the first- and the second-order problems. The two elastic moduli are assumed to be either affine or power-law functions of the radial coordinate R in the undeformed reference configuration. For the affine variation of the shear modulus μ, the hoop stress for the linear elastic (or the first-order) problem at the point R = (R_(ou) R_(in) (R_(ou) + R_(in))/2)~(1/3) is independent of the slope of the μ vs. R line. Here R_(in) and R_(ou) equal, respectively, the inner and the outer radius of the sphere in the reference configuration. For μ(R) ∝ R~n, for the linear problem, the hoop stress is constant in the sphere for n = 1. However, no such results are found for the second-order (i.e., materially nonlinear) problem. Whereas for the first-order problem the shear modulus influences only the radial displacement and not the stresses, for the second-order problem the two elastic constants affect both the radial displacement and the stresses. In a very thick homogeneous hollow sphere subjected only to pressure on the outer surface, the hoop stress at a point on the inner surface depends upon values of the two elastic moduli. Thus conclusions drawn from the analysis of the first-order problem do not hold for the second-order problem. Closed form solutions for the displacement and stresses for the first-order and the second-order problems provided herein can be used to verify solutions of the problem obtained by using numerical methods.
机译:我们分析分析由二阶弹性,各向同性,不可压缩和不均匀材料组成的空心球体的径向膨胀/收缩,以描绘一阶和二阶问题的解之间的区别和相似之处。假定这两个弹性模量是未变形参考配置中径向坐标R的仿射或幂律函数。对于剪切模量μ的仿射变化,在点R =(R_(ou)R_(in)(R_(ou)+ R_(in))处的线性弹性(或一阶)问题的环向应力/ 2)〜(1/3)与μ对R线的斜率无关。在此,R_(in)和R_(ou)分别等于参考配置中球的内半径和外半径。对于μ(R)∝ R〜n,对于线性问题,当n = 1时,环向应力在球体中是恒定的。但是,对于二阶(即材料非线性)问题,没有发现这样的结果。而对于一阶问题,剪切模量仅影响径向位移,而不影响应力,而对于二阶问题,两个弹性常数同时影响径向位移和应力。在仅在外表面上承受压力的非常厚的均匀空心球中,内表面上某一点的环向应力取决于两个弹性模量的值。因此,从一阶问题的分析得出的结论不适用于二阶问题。本文提供的一阶和二阶问题的位移和应力的闭合形式解可用于验证使用数值方法获得的问题的解。

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