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Analysis of box-like structures using 3-D Coons' interpolation

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dc.contributor.author Provatidis, CG en
dc.date.accessioned 2014-03-01T01:21:50Z
dc.date.available 2014-03-01T01:21:50Z
dc.date.issued 2005 en
dc.identifier.issn 1069-8299 en
dc.identifier.uri https://dspace.lib.ntua.gr/xmlui/handle/123456789/16393
dc.subject finite elements en
dc.subject macroelements en
dc.subject global approximation en
dc.subject Coons' interpolation en
dc.subject static and dynamic problems en
dc.subject.classification Engineering, Multidisciplinary en
dc.subject.classification Mathematics, Interdisciplinary Applications en
dc.subject.other PATCH MACROELEMENTS en
dc.title Analysis of box-like structures using 3-D Coons' interpolation en
heal.type journalArticle en
heal.identifier.primary 10.1002/cnm.762 en
heal.identifier.secondary http://dx.doi.org/10.1002/cnm.762 en
heal.language English en
heal.publicationDate 2005 en
heal.abstract This paper investigates the applicability of a recently proposed global functional set based on `3-D Coons' interpolation formula', in the static and dynamic analysis of box-like elastic structures. According to the proposed methodology, only the 12 edges of the entire hexahedral-like structure should be discretized into a small number of nodal points. In this way, the dimensionality of the problem is drastically reduced from three to one, in the sense that instead of the volume, only the control lines being absolutely necessary to define the geometric model should be considered in the analysis. Preliminary results obtained for paralleloidal and cylindrical beams in tension, bending and torsion, as well as an internally pressurized thick-walled cylinder were found to be encouraging for the static analysis. Moreover, the natural frequencies of a rectangular clamped beam were calculated with excellent accuracy. Copyright (c) 2005 John Wiley & Sons, Ltd. en
heal.publisher JOHN WILEY & SONS LTD en
heal.journalName COMMUNICATIONS IN NUMERICAL METHODS IN ENGINEERING en
dc.identifier.doi 10.1002/cnm.762 en
dc.identifier.isi ISI:000231331400005 en
dc.identifier.volume 21 en
dc.identifier.issue 8 en
dc.identifier.spage 443 en
dc.identifier.epage 456 en


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