SLEEVED CONE-CYLINDER INTERSECTION UNDER INTERNAL-PRESSURE

Conical shells feature commonly in pressure vessels and piping, for ex ample as reducers and end closures. When a conical shell is joined to a cylindrical shell, a slope discontinuity is introduced in the shell meridian, leading to local high bending and circumferential membrane s tresses when the shell is pressurized. The strength of cone-cylinder i ntersections is therefore a major concern for the designer. This paper presents an investigation into the collapse behavior and strength of cone large end-to-cylinder intersections with locally increased wall t hickness (i.e., sleeving or sleeve reinforcement) under internal press ure. The study is aimed at developing a simple method for the estimati on of the axisymmetric failure strength. Simple equations for the plas tic limit loads are first developed based on small deflection elastic- plastic finite-element calculations. An approximate procedure for taki ng into account the beneficial effect of geometrical change is then su ggested and briefly discussed. The strength equations established here are directly applicable in practical design and are suitable for futu re inclusion into pressure vessel codes.