The classical St. Venant problems, i.e., simple tension, pure bending, and
flexure by a transverse force, are considered for circular bars with elasti
c moduli that vary as a function of the the radial coordinate. The problems
are reduced to second-order ordinary differential equations, which are sol
ved for a particular choice of elastic moduli. The special case of a bar wi
th a constant shear modulus and the Poisson's ratio varying is also conside
red and for this situation the problems are solved completely. The solution
s are then used to obtain homogeneous effective moduli for inhomogeneous cy
linders. Material inhomogeneities associated with spatially variable distri
butions of the the reinforcing phase in a composite are considered. It is d
emonstrated that uniform distribution of the reinforcement leads to a minim
um of the Young's modulus in the class of spatial variations in the concent
ration considered.