ABSTRACT
The problem of the whole composite cylinder was solved in analytical form for a variety of load cases, by choosing suitable form for the potential of displacement of single material phase. From displacement, strains are obtained by differentiation and stresses by application of Hooke’s law of linear elasticity. Finally on displacements and on stresses are applied constraints of continuity on the boundary surfaces between couples of material phases, expressing compatibility and equilibrium. These conditions follow the assumption of perfect bonding among constituting phases.
