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Prikladnaya Mekhanika i Tekhnicheskaya Fizika, 2011, Volume 52, Issue 2, Pages 156–172
(Mi pmtf1471)
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Modeling of dynamic deformation of rigid-plastic doubly connected plates with arbitrary fixed curvilinear contours on a viscoelastic foundation
Yu. V. Nemirovskii, T. P. Romanova Khristianovich Institute of Theoretical and Applied Mechanics, Siberian Division, Russian Academy of Sciences, Novosibirsk, 630090, Russia
Abstract:
A general solution is obtained for the problem of dynamic bending of an ideal rigid-plastic doubly connected plate with arbitrary simply supported or clamped curvilinear contours subjected to short-time high-intensity explosive dynamic loading uniformly distributed over the surface. The plate rests on a viscoelastic foundation. It is demonstrated that there are several mechanisms of plate deformation. Equations of dynamic deformation are derived for each mechanism, and implementation conditions are analyzed. Numerical examples are given.
Keywords:
rigid-plastic doubly connected plate, curvilinear contour, explosive load, limit load, final deflection.
Received: 11.06.2009 Accepted: 22.03.2010
Citation:
Yu. V. Nemirovskii, T. P. Romanova, “Modeling of dynamic deformation of rigid-plastic doubly connected plates with arbitrary fixed curvilinear contours on a viscoelastic foundation”, Prikl. Mekh. Tekh. Fiz., 52:2 (2011), 156–172; J. Appl. Mech. Tech. Phys., 52:2 (2011), 288–302
Linking options:
https://www.mathnet.ru/eng/pmtf1471 https://www.mathnet.ru/eng/pmtf/v52/i2/p156
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