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A method for creating a class of triangular C1 finite elements

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dc.contributor.author Papanicolopulos, S-A en
dc.contributor.author Zervos, A en
dc.date.accessioned 2014-03-01T02:07:22Z
dc.date.available 2014-03-01T02:07:22Z
dc.date.issued 2012 en
dc.identifier.issn 00295981 en
dc.identifier.uri https://dspace.lib.ntua.gr/xmlui/handle/123456789/29545
dc.subject C1 element en
dc.subject Finite element methods en
dc.subject Gradient elasticity en
dc.subject Triangular element en
dc.subject.other Bench-mark problems en
dc.subject.other C <sup>1</sup> element en
dc.subject.other Element properties en
dc.subject.other Finite Element en
dc.subject.other Fourth order en
dc.subject.other Generic procedures en
dc.subject.other Gradient elasticity en
dc.subject.other Numerical solution en
dc.subject.other Plate bending en
dc.subject.other Polynomial interpolation en
dc.subject.other Rational design en
dc.subject.other Strain gradients en
dc.subject.other Triangular elements en
dc.subject.other Bending (deformation) en
dc.subject.other Elastohydrodynamics en
dc.subject.other Finite element method en
dc.subject.other Interpolation en
dc.subject.other Partial differential equations en
dc.subject.other Behavioral research en
dc.title A method for creating a class of triangular C1 finite elements en
heal.type journalArticle en
heal.identifier.primary 10.1002/nme.3296 en
heal.identifier.secondary http://dx.doi.org/10.1002/nme.3296 en
heal.publicationDate 2012 en
heal.abstract Finite elements providing a C1 continuous interpolation are useful in the numerical solution of problems where the underlying partial differential equation is of fourth order, such as beam and plate bending and deformation of strain-gradient-dependent materials. Although a few C1 elements have been presented in the literature, their development has largely been heuristic, rather than the result of a rational design to a predetermined set of desirable element properties. Therefore, a general procedure for developing C1 elements with particular desired properties is still lacking. This paper presents a methodology by which C1 elements, such as the TUBA3 element proposed by Argyris et al., can be constructed. In this method (which, to the best of our knowledge, is the first one of its kind), a class of finite elements is first constructed by requiring a polynomial interpolation and prescribing the geometry, the location of the nodes and the possible types of nodal DOFs. A set of necessary conditions is then imposed to obtain appropriate interpolations. Generic procedures are presented, which determine whether a given potential member of the element class meets the necessary conditions. The behaviour of the resulting elements is checked numerically using a benchmark problem in strain-gradient elasticity. © 2011 John Wiley &amp; Sons, Ltd. en
heal.journalName International Journal for Numerical Methods in Engineering en
dc.identifier.doi 10.1002/nme.3296 en
dc.identifier.volume 89 en
dc.identifier.issue 11 en
dc.identifier.spage 1437 en
dc.identifier.epage 1450 en


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