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Dynamic loading of rigid-plastic cylindrical shells
Affiliation:1. Department of Mining and Nuclear Engineering, Missouri University of Science and Technology, Rolla, MO 65409-0450, USA;2. University of Kentucky, Center for Applied Energy Research, 2540 Research Park Drive, Lexington, KY 40511, USA;3. Pattison Sand Company, Clayton, IA 52049, USA
Abstract:The behaviour of an infinitely long, rigid-plastic cylindrical shell under impulsive loading by a ring of concentrated force and a band of uniform pressure is discussed. The loads are assumed to be greater than the statical collapse values and to act for a short period of time. Numerical results are obtained for rectangular and triangular pulse shapes for the ring of force and for a rectangular pulse shape for a band of uniform pressure. In the final section of the paper, the steady-state motion which would be produced by a constant load greater than the statical value moving along the shell with constant velocity is obtained for the particular cases of a ring of force and a band of uniform pressure.
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