Panel-2D: a program for the static and dynamic full range analysis of unstiffened and stiffened plates

Caridis, PA

dc.contributor.author	Caridis, PA	en
dc.date.accessioned	2014-03-01T01:12:10Z
dc.date.available	2014-03-01T01:12:10Z
dc.date.issued	1996	en
dc.identifier.issn	0952-5807	en
dc.identifier.uri	https://dspace.lib.ntua.gr/xmlui/handle/123456789/11993
dc.relation.uri	http://www.scopus.com/inward/record.url?eid=2-s2.0-0030290086&partnerID=40&md5=4b23c99a6433c506ba7a072e392aec1c	en
dc.subject.classification	Construction & Building Technology	en
dc.subject.classification	Engineering, Civil	en
dc.subject.other	Beams and girders	en
dc.subject.other	Elastoplasticity	en
dc.subject.other	Numerical analysis	en
dc.subject.other	Shipbuilding	en
dc.subject.other	Stiffness	en
dc.subject.other	Ship-type structure	en
dc.subject.other	Unstiffened and stiffened plates	en
dc.subject.other	Plates (structural components)	en
dc.title	Panel-2D: a program for the static and dynamic full range analysis of unstiffened and stiffened plates	en
heal.type	journalArticle	en
heal.language	English	en
heal.publicationDate	1996	en
heal.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 elastoplastic 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 plastic materials is used to model plastic flow. Examples of results are given for various geometries and applied loads. Copyright (C) 1996 Civil-Comp Ltd and Elsevier Science Ltd.	en
heal.publisher	Pergamon Press Ltd, Oxford, United Kingdom	en
heal.journalName	Structural engineering review	en
dc.identifier.isi	ISI:A1996VW16900004	en
dc.identifier.volume	8	en
dc.identifier.issue	4	en
dc.identifier.spage	337	en
dc.identifier.epage	344	en