{"data":{"id":"10.6084/m9.figshare.c.3291221.v1","type":"dois","attributes":{"doi":"10.6084/m9.figshare.c.3291221.v1","prefix":"10.6084","suffix":"m9.figshare.c.3291221.v1","identifiers":[],"alternateIdentifiers":[],"creators":[{"name":"Victorazzo, Danilo Seixas","nameType":"Personal","givenName":"Danilo Seixas","familyName":"Victorazzo","affiliation":[],"nameIdentifiers":[]},{"name":"Jesus, Andre De","nameType":"Personal","givenName":"Andre De","familyName":"Jesus","affiliation":[],"nameIdentifiers":[{"nameIdentifier":"https://orcid.org/0000-0002-5069-5547","nameIdentifierScheme":"ORCID"}]}],"titles":[{"title":"A Kollár and Pluzsik Anisotropic Composite Beam Theory for Arbitrary Multi-celled Cross Sections"}],"publisher":"Figshare","container":{},"publicationYear":2016,"subjects":[{"subject":"Aerospace Engineering"},{"subject":"FOS: Mechanical engineering","schemeUri":"http://www.oecd.org/science/inno/38235147.pdf","subjectScheme":"Fields of Science and Technology (FOS)"},{"subject":"FOS: Mechanical engineering","subjectScheme":"Fields of Science and Technology (FOS)"},{"subject":"90102 Aerospace Materials","subjectScheme":"FOR"},{"subject":"90103 Aerospace Structures","subjectScheme":"FOR"},{"subject":"91202 Composite and Hybrid Materials","subjectScheme":"FOR"},{"subject":"FOS: Materials engineering","schemeUri":"http://www.oecd.org/science/inno/38235147.pdf","subjectScheme":"Fields of Science and Technology (FOS)"},{"subject":"FOS: Materials engineering","subjectScheme":"Fields of Science and Technology (FOS)"}],"contributors":[],"dates":[{"date":"2016-07-31","dateType":"Created"},{"date":"2016-07-31","dateType":"Updated"},{"date":"2016","dateType":"Issued"}],"language":null,"types":{"ris":"GEN","bibtex":"misc","citeproc":"article","schemaOrg":"Collection","resourceType":"Collection","resourceTypeGeneral":"Collection"},"relatedIdentifiers":[{"relationType":"IsPreviousVersionOf","relatedIdentifier":"10.6084/m9.figshare.c.3291221","relatedIdentifierType":"DOI"}],"relatedItems":[],"sizes":[],"formats":[],"version":null,"rightsList":[{"rights":"CC-BY","rightsUri":"http://creativecommons.org/licenses/by/3.0/us"}],"descriptions":[{"description":"In this paper we extend Kollár and Pluzsik’s thin-walled\nanisotropic composite beam theory to include multiple cells with open branches\nand booms, and present a finite element formulation utilizing the stiffness\nmatrix obtained from this theory. To recover the 4x4 compliance matrix of a\nbeam containing N closed cells we solve an asymmetric system of 2N+4 linear\nequations 4 times with unitary section loads and extract influence coefficients\nfrom the calculated strains. Finally, we compare 4x4 stiffness matrices of a\nmulti-celled beam using this method against matrices obtained using the finite\nelement method to demonstrate accuracy. Similarly to its originating theory,\nthe effects of shear deformation and restrained warping are assumed negligible.","descriptionType":"Abstract"}],"geoLocations":[],"fundingReferences":[],"xml":"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","url":"https://figshare.com/collections/A_Koll_r_and_Pluzsik_Anisotropic_Composite_Beam_Theory_for_Arbitrary_Multi-celled_Cross_Sections/3291221/1","contentUrl":null,"metadataVersion":2,"schemaVersion":"http://datacite.org/schema/kernel-4","source":"api","isActive":true,"state":"findable","reason":null,"viewCount":0,"viewsOverTime":[],"downloadCount":0,"downloadsOverTime":[],"referenceCount":0,"citationCount":0,"citationsOverTime":[],"partCount":0,"partOfCount":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