HEAL DSpace

Flexibility matrix for skew-curved beams

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dc.contributor.author Panayotounakos, DE en
dc.contributor.author Theocaris, PS en
dc.date.accessioned 2014-03-01T01:05:46Z
dc.date.available 2014-03-01T01:05:46Z
dc.date.issued 1979 en
dc.identifier.issn 0020-7683 en
dc.identifier.uri https://dspace.lib.ntua.gr/xmlui/handle/123456789/8971
dc.subject.classification Mechanics en
dc.subject.other STRESSES - Analysis en
dc.subject.other STRUCTURAL ANALYSIS - Mathematical Mdels en
dc.subject.other CANTILEVER HELICOIDAL BEAMS en
dc.subject.other FLEXIBILITY MATRIX en
dc.subject.other BEAMS AND GIRDERS en
dc.title Flexibility matrix for skew-curved beams en
heal.type journalArticle en
heal.identifier.primary 10.1016/0020-7683(79)90004-0 en
heal.identifier.secondary http://dx.doi.org/10.1016/0020-7683(79)90004-0 en
heal.language English en
heal.publicationDate 1979 en
heal.abstract In this paper, based on the principle of virtual work, the formulation of the flexibility matrix and the static analysis of a skew-curved beam in the most general case of loading and response are presented. Each differential element of the centroidal axis of the beam is given six degrees of freedom; namely, three translations and three rotations. Three internal forces and three internal moments are assumed to act at each point of the centroidal axis of the beam. Finally, the results of the method are illustrated through the derivation of the flexibility influence functions, associated with a cantilever helicoidal beam. © 1979. en
heal.publisher PERGAMON-ELSEVIER SCIENCE LTD en
heal.journalName International Journal of Solids and Structures en
dc.identifier.doi 10.1016/0020-7683(79)90004-0 en
dc.identifier.isi ISI:A1979HP32300004 en
dc.identifier.volume 15 en
dc.identifier.issue 10 en
dc.identifier.spage 783 en
dc.identifier.epage 794 en


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