Abstract
We find the spatial variation of material parameters for pressurized cylinders and spheres composed of either an incompressible Hookean, neo-Hookean, or Mooney—Rivlin material so that during their axisymmetric deformations either the in-plane shear stress or the hoop stress has a desired spatial variation. It is shown that for a cylinder and a sphere made of an incompressible Hookean material, the shear modulus must be a linear function of the radius r for the hoop stress to be uniform through the thickness. For the in-plane shear stress to be constant through the cylinder (sphere) thickness, the shear modulus must be proportional to r 2 (r 3). For finite deformations of cylinders and spheres composed of either neo-Hookean or Mooney—Rivlin materials, the through-the-thickness variation of the material parameters is also determined, for either the in-plane shear stress or the hoop stress, to have a prespecified variation. We note that a constant hoop stress eliminates stress concentration near the innermost surface of a thick cylinder and a thick sphere. A universal relation holds for a general class of materials irrespective of values of material parameters. Here, for axisymmetric deformations, we have derived expressions for the average hoop stress and the average in-plane shear stress, in terms of external tractions and the inner and the outer radii of a cylinder and a sphere, that hold for their elastic and inelastic deformations and for all (compressible and incompressible) materials.
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