Abstract
Abstract Rigid-plastic stepped beams under impulsive or dynamic pressure loading are considered. The ends of the beam are simply supported, clamped or free. Permanent deflections of the beam are found by the method of mode form motions. For automatic calculation of the deflections a FORTRAN packet of programs DINOPT is put together. Three examples which demonstrate the facilities of this packet are given.
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Schedule a callMore From: Computer Methods in Applied Mechanics and Engineering
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