Abstract
The principal stresses in a long elastic cylinder subjected to pressure and temperature are derived. From these, the greatest shear stress under combined loading is calculated and the effects of load combinations, thickness ratios and end conditions are presented with graphs. Examples are given of elastic cylinders sustaining loads equal to the “fully plastic” pressure and shear stress distributions in the cylinder wall are shown for these and other cases.Maximum and “optimum” pressures and temperatures for mild steel tubes under a variety of types of load and end conditions are presented in a table. Tresca's criterion for yield and no change of elastic constants with temperature is assumed.
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