Abstract
The effect of transverse shear on the collapse load of clamped externally pressurized cylindrical shells is investigated. The shell material is assumed rigid-plastic and obeys the von Mises flow condition. Exact numerical solutions are obtained for limit loads with and without consideration of transverse shear. Results are shown in graphs and it is concluded that the presence of transverse shear in the yield condition leads to significant reductions of the limit load for some shell geometries.
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