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The C0 shell plate and beam elements freed from their deficiencies

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dc.contributor.author Briassoulis, D en
dc.date.accessioned 2014-06-06T06:41:47Z
dc.date.available 2014-06-06T06:41:47Z
dc.date.issued 1989 en
dc.identifier.issn 00457825 en
dc.identifier.uri http://62.217.125.90/xmlui/handle/123456789/254
dc.relation.uri http://www.scopus.com/inward/record.url?eid=2-s2.0-0024621965&partnerID=40&md5=4395c0f21cc5e4b04d51de074906e9ac en
dc.subject.other Beams and Girders en
dc.subject.other Mathematical Techniques--Finite Element Method en
dc.subject.other Plates--Stresses en
dc.subject.other Strain en
dc.subject.other Structural Analysis en
dc.subject.other Beam Elements en
dc.subject.other Kirchhoff Field en
dc.subject.other Locking Mechanisms en
dc.subject.other Stiffness Matrix en
dc.subject.other Domes and Shells en
dc.title The C0 shell plate and beam elements freed from their deficiencies en
heal.type journalArticle en
heal.publicationDate 1989 en
heal.abstract The degenerated shell element is considered to be the most efficient shell element formulation. However, this element, as well as the corresponding C0 plate and beam elements, exhibit several deficiencies, expressed by locking phenomena with thin-element applications and in many cases, by spurious kinematic modes when reduced integration is used to alleviate those locking phenomena. The present paper proposes a generally applicable new formulation which removes all shear and membrane locking mechanisms from the finite element equations of the structural C0 shell, plate and beam elements. Employment of full integration with the proposed formulation eliminates also the zero energy modes problem, and/or softening effects, associated with the use of the technique of reduced integration in C0 plate and shell element applications. The formulation proposed is obtained through a simple and cost effective scheme. © 1989. en
heal.journalName Computer Methods in Applied Mechanics and Engineering en
dc.identifier.issue 3 en
dc.identifier.volume 72 en
dc.identifier.spage 243 en
dc.identifier.epage 266 en


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