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Postbuckling performance of the TRIC natural mode triangular element for isotropic and laminated composite shells

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dc.contributor.author Argyris, J en
dc.contributor.author Tenek, L en
dc.contributor.author Papadrakakis, M en
dc.contributor.author Apostolopoulou, C en
dc.date.accessioned 2014-03-01T01:14:04Z
dc.date.available 2014-03-01T01:14:04Z
dc.date.issued 1998 en
dc.identifier.issn 0045-7825 en
dc.identifier.uri https://dspace.lib.ntua.gr/xmlui/handle/123456789/12849
dc.subject Computational Efficiency en
dc.subject Coordinate System en
dc.subject Finite Element Method en
dc.subject.classification Engineering, Multidisciplinary en
dc.subject.classification Mathematics, Interdisciplinary Applications en
dc.subject.classification Mechanics en
dc.subject.other Buckling en
dc.subject.other Computational geometry en
dc.subject.other Deformation en
dc.subject.other Laminated composites en
dc.subject.other Shells (structures) en
dc.subject.other Structural analysis en
dc.subject.other Eulerian motion en
dc.subject.other Natural mode triangular elements en
dc.subject.other Finite element method en
dc.title Postbuckling performance of the TRIC natural mode triangular element for isotropic and laminated composite shells en
heal.type journalArticle en
heal.identifier.primary 10.1016/S0045-7825(98)00071-1 en
heal.identifier.secondary http://dx.doi.org/10.1016/S0045-7825(98)00071-1 en
heal.language English en
heal.publicationDate 1998 en
heal.abstract We present the computational performance and the achieved accuracy of the TRIC flat triangular shell element for nonlinear postbuckling analysis of arbitrary isotropic and composite shells. The element is based on the natural mode finite element method, which allows a convenient description of the current position of the structure. These natural modes are assigned to a convective coordinate system which follows the element during deformation within the framework of an Eulerian motion. With respect to this coordinate system the natural modes are additive. Numerical examples verify the accuracy, computational efficiency and the potential of the TRIC element in predicting the postbuckling behaviour of shells. Natural energy measures inform us about the energy allocation during nonlinear deformation and the interplay of the separate energy components. (C) 1998 Elsevier Science S.A. en
heal.publisher ELSEVIER SCIENCE SA en
heal.journalName Computer Methods in Applied Mechanics and Engineering en
dc.identifier.doi 10.1016/S0045-7825(98)00071-1 en
dc.identifier.isi ISI:000077655900003 en
dc.identifier.volume 166 en
dc.identifier.issue 3-4 en
dc.identifier.spage 211 en
dc.identifier.epage 231 en


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