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P. Caridis, "Panel 2D - A Program for the Static and Dynamic Full-Range Analysis of Unstiffened and Stiffened Plates", in B.H.V. Topping, M. Papadrakakis, (Editors), "Advances in Structural Engineering Computing", Civil-Comp Press, Edinburgh, UK, pp 131-140, 1994. doi:10.4203/ccp.29.9.1

Abstract

Aspects of a numerical procedure used to assess the response of flat and stiffened plates used in ship-type structures under static and dynamic loading are described. The equations of equilibrium of flat and stiffened plates are solved in the large-deflection elasto-plastic range in a discretised form using the dynamic relaxation method on an interlacing finite difference grid. Solutions may be obtained using either the Marguerre equations or the equations for beam-columns. A variety of boundary conditions may be considered. In static analyses material nonlinearity is modelled according to von Mises' criterion in conjunction with the Prandtl-Reuss flow rule whereas in dynamics problems Perzyna's formulation for elastic/visco-perfectly materials is used to model plastic flow. Examples of results are given for various geometries and applied loads.

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Front Page Browse CCP CSETS CTR IJRT Other Authors Search Purchase Guide FAQ Contact us	Civil-Comp Proceedings ISSN 1759-3433 CCP: 29 ADVANCES IN STRUCTURAL ENGINEERING COMPUTING Edited by: B.H.V. Topping and M. Papadrakakis Paper IX.1 Panel 2D - A Program for the Static and Dynamic Full-Range Analysis of Unstiffened and Stiffened Plates P. Caridis Department of Naval Architecture and Marine Engineering, National Technical University of Athens, Athens, Greece doi:10.4203/ccp.29.9.1 purchase the full-text of this paper Full Bibliographic Reference for this paper P. Caridis, "Panel 2D - A Program for the Static and Dynamic Full-Range Analysis of Unstiffened and Stiffened Plates", in B.H.V. Topping, M. Papadrakakis, (Editors), "Advances in Structural Engineering Computing", Civil-Comp Press, Edinburgh, UK, pp 131-140, 1994. doi:10.4203/ccp.29.9.1 Abstract Aspects of a numerical procedure used to assess the response of flat and stiffened plates used in ship-type structures under static and dynamic loading are described. The equations of equilibrium of flat and stiffened plates are solved in the large-deflection elasto-plastic range in a discretised form using the dynamic relaxation method on an interlacing finite difference grid. Solutions may be obtained using either the Marguerre equations or the equations for beam-columns. A variety of boundary conditions may be considered. In static analyses material nonlinearity is modelled according to von Mises' criterion in conjunction with the Prandtl-Reuss flow rule whereas in dynamics problems Perzyna's formulation for elastic/visco-perfectly materials is used to model plastic flow. Examples of results are given for various geometries and applied loads. purchase the full-text of this paper (price £20) go to the previous paper go to the next paper return to the table of contents return to the book description purchase this book (price £60 +P&P)
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