Closed-form solutions for stresses and displacements in functionally graded
cylindrical and spherical vessels subjected to internal pressure alone are
obtained using the infinitesimal theory of elasticity. The material stiffn
ess obeying a simple power law is assumed to vary through the wall thicknes
s and Poisson's ratio is assumed constant. Stress distributions depending o
n an inhomogeneity constant are compared with those of the homogeneous case
and presented in the form of graphs. The inhomogeneity constant, which inc
ludes continuously varying volume fraction of the constituents, is empirica
lly determined. The values used in this study are arbitrarily chosen to dem
onstrate the effect of inhomogeneity on stress distribution. (C) 2001 Elsev
ier Science Ltd. All rights reserved.