{"data":{"id":"10.6084/m9.figshare.c.3291221","type":"dois","attributes":{"doi":"10.6084/m9.figshare.c.3291221","prefix":"10.6084","suffix":"m9.figshare.c.3291221","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 Multicelled 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":"2016-07-30","dateType":"Created"},{"date":"2016-08-09","dateType":"Updated"},{"date":"2016","dateType":"Issued"}],"language":null,"types":{"ris":"GEN","bibtex":"misc","citeproc":"article","schemaOrg":"Collection","resourceType":"Collection","resourceTypeGeneral":"Collection"},"relatedIdentifiers":[],"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":"PD94bWwgdmVyc2lvbj0iMS4wIiBlbmNvZGluZz0iVVRGLTgiPz4KPHJlc291cmNlIHhtbG5zOnhzaT0iaHR0cDovL3d3dy53My5vcmcvMjAwMS9YTUxTY2hlbWEtaW5zdGFuY2UiIHhtbG5zPSJodHRwOi8vZGF0YWNpdGUub3JnL3NjaGVtYS9rZXJuZWwtNCIgeHNpOnNjaGVtYUxvY2F0aW9uPSJodHRwOi8vZGF0YWNpdGUub3JnL3NjaGVtYS9rZXJuZWwtNCBodHRwOi8vc2NoZW1hLmRhdGFjaXRlLm9yZy9tZXRhL2tlcm5lbC00L21ldGFkYXRhLnhzZCI+CiAgPGlkZW50aWZpZXIgaWRlbnRpZmllclR5cGU9IkRPSSI+MTAuNjA4NC9NOS5GSUdTSEFSRS5DLjMyOTEyMjE8L2lkZW50aWZpZXI+CiAgPGNyZWF0b3JzPgogICAgPGNyZWF0b3I+CiAgICAgIDxjcmVhdG9yTmFtZSBuYW1lVHlwZT0iUGVyc29uYWwiPlZpY3RvcmF6em8sIERhbmlsbyBTZWl4YXM8L2NyZWF0b3JOYW1lPgogICAgICA8Z2l2ZW5OYW1lPkRhbmlsbyBTZWl4YXM8L2dpdmVuTmFtZT4KICAgICAgPGZhbWlseU5hbWU+VmljdG9yYXp6bzwvZmFtaWx5TmFtZT4KICAgIDwvY3JlYXRvcj4KICAgIDxjcmVhdG9yPgogICAgICA8Y3JlYXRvck5hbWUgbmFtZVR5cGU9IlBlcnNvbmFsIj5KZXN1cywgQW5kcmUgRGU8L2NyZWF0b3JOYW1lPgogICAgICA8Z2l2ZW5OYW1lPkFuZHJlIERlPC9naXZlbk5hbWU+CiAgICAgIDxmYW1pbHlOYW1lPkplc3VzPC9mYW1pbHlOYW1lPgogICAgICA8bmFtZUlkZW50aWZpZXIgbmFtZUlkZW50aWZpZXJTY2hlbWU9Ik9SQ0lEIiBzY2hlbWVVUkk9IiI+aHR0cHM6Ly9vcmNpZC5vcmcvMDAwMC0wMDAyLTUwNjktNTU0NzwvbmFtZUlkZW50aWZpZXI+CiAgICA8L2NyZWF0b3I+CiAgPC9jcmVhdG9ycz4KICA8dGl0bGVzPgogICAgPHRpdGxlPkEgS29sbMOhciBhbmQgUGx1enNpayBBbmlzb3Ryb3BpYyBDb21wb3NpdGUgQmVhbSBUaGVvcnkgZm9yIEFyYml0cmFyeSBNdWx0aWNlbGxlZCBDcm9zcyBTZWN0aW9uczwvdGl0bGU+CiAgPC90aXRsZXM+CiAgPHB1Ymxpc2hlcj5GaWdzaGFyZTwvcHVibGlzaGVyPgogIDxwdWJsaWNhdGlvblllYXI+MjAxNjwvcHVibGljYXRpb25ZZWFyPgogIDxyZXNvdXJjZVR5cGUgcmVzb3VyY2VUeXBlR2VuZXJhbD0iQ29sbGVjdGlvbiI+Q29sbGVjdGlvbjwvcmVzb3VyY2VUeXBlPgogIDxzdWJqZWN0cz4KICAgIDxzdWJqZWN0PkFlcm9zcGFjZSBFbmdpbmVlcmluZzwvc3ViamVjdD4KICAgIDxzdWJqZWN0IHN1YmplY3RTY2hlbWU9IkZpZWxkcyBvZiBTY2llbmNlIGFuZCBUZWNobm9sb2d5IChGT1MpIiBzY2hlbWVVUkk9Imh0dHA6Ly93d3cub2VjZC5vcmcvc2NpZW5jZS9pbm5vLzM4MjM1MTQ3LnBkZiI+Rk9TOiBNZWNoYW5pY2FsIGVuZ2luZWVyaW5nPC9zdWJqZWN0PgogICAgPHN1YmplY3Qgc3ViamVjdFNjaGVtZT0iRmllbGRzIG9mIFNjaWVuY2UgYW5kIFRlY2hub2xvZ3kgKEZPUykiPkZPUzogTWVjaGFuaWNhbCBlbmdpbmVlcmluZzwvc3ViamVjdD4KICAgIDxzdWJqZWN0IHN1YmplY3RTY2hlbWU9IkZPUiI+OTAxMDIgQWVyb3NwYWNlIE1hdGVyaWFsczwvc3ViamVjdD4KICAgIDxzdWJqZWN0IHN1YmplY3RTY2hlbWU9IkZPUiI+OTAxMDMgQWVyb3NwYWNlIFN0cnVjdHVyZXM8L3N1YmplY3Q+CiAgICA8c3ViamVjdCBzdWJqZWN0U2NoZW1lPSJGT1IiPjkxMjAyIENvbXBvc2l0ZSBhbmQgSHlicmlkIE1hdGVyaWFsczwvc3ViamVjdD4KICAgIDxzdWJqZWN0IHN1YmplY3RTY2hlbWU9IkZpZWxkcyBvZiBTY2llbmNlIGFuZCBUZWNobm9sb2d5IChGT1MpIiBzY2hlbWVVUkk9Imh0dHA6Ly93d3cub2VjZC5vcmcvc2NpZW5jZS9pbm5vLzM4MjM1MTQ3LnBkZiI+Rk9TOiBNYXRlcmlhbHMgZW5naW5lZXJpbmc8L3N1YmplY3Q+CiAgICA8c3ViamVjdCBzdWJqZWN0U2NoZW1lPSJGaWVsZHMgb2YgU2NpZW5jZSBhbmQgVGVjaG5vbG9neSAoRk9TKSI+Rk9TOiBNYXRlcmlhbHMgZW5naW5lZXJpbmc8L3N1YmplY3Q+CiAgPC9zdWJqZWN0cz4KICA8ZGF0ZXM+CiAgICA8ZGF0ZSBkYXRlVHlwZT0iQ3JlYXRlZCI+MjAxNi0wNy0zMDwvZGF0ZT4KICAgIDxkYXRlIGRhdGVUeXBlPSJVcGRhdGVkIj4yMDE2LTA4LTA5PC9kYXRlPgogICAgPGRhdGUgZGF0ZVR5cGU9Iklzc3VlZCI+MjAxNjwvZGF0ZT4KICA8L2RhdGVzPgogIDxzaXplcy8+CiAgPGZvcm1hdHMvPgogIDx2ZXJzaW9uLz4KICA8cmlnaHRzTGlzdD4KICAgIDxyaWdodHMgcmlnaHRzVVJJPSJodHRwOi8vY3JlYXRpdmVjb21tb25zLm9yZy9saWNlbnNlcy9ieS8zLjAvdXMiPkNDLUJZPC9yaWdodHM+CiAgPC9yaWdodHNMaXN0PgogIDxkZXNjcmlwdGlvbnM+CiAgICA8ZGVzY3JpcHRpb24gZGVzY3JpcHRpb25UeXBlPSJBYnN0cmFjdCI+SW4gdGhpcyBwYXBlciB3ZSBleHRlbmQgS29sbMOhciBhbmQgUGx1enNpa+KAmXMgdGhpbi13YWxsZWQKYW5pc290cm9waWMgY29tcG9zaXRlIGJlYW0gdGhlb3J5IHRvIGluY2x1ZGUgbXVsdGlwbGUgY2VsbHMgd2l0aCBvcGVuIGJyYW5jaGVzCmFuZCBib29tcywgYW5kIHByZXNlbnQgYSBmaW5pdGUgZWxlbWVudCBmb3JtdWxhdGlvbiB1dGlsaXppbmcgdGhlIHN0aWZmbmVzcwptYXRyaXggb2J0YWluZWQgZnJvbSB0aGlzIHRoZW9yeS4gVG8gcmVjb3ZlciB0aGUgNHg0IGNvbXBsaWFuY2UgbWF0cml4IG9mIGEKYmVhbSBjb250YWluaW5nIE4gY2xvc2VkIGNlbGxzIHdlIHNvbHZlIGFuIGFzeW1tZXRyaWMgc3lzdGVtIG9mIDJOKzQgbGluZWFyCmVxdWF0aW9ucyA0IHRpbWVzIHdpdGggdW5pdGFyeSBzZWN0aW9uIGxvYWRzIGFuZCBleHRyYWN0IGluZmx1ZW5jZSBjb2VmZmljaWVudHMKZnJvbSB0aGUgY2FsY3VsYXRlZCBzdHJhaW5zLiBGaW5hbGx5LCB3ZSBjb21wYXJlIDR4NCBzdGlmZm5lc3MgbWF0cmljZXMgb2YgYQptdWx0aS1jZWxsZWQgYmVhbSB1c2luZyB0aGlzIG1ldGhvZCBhZ2FpbnN0IG1hdHJpY2VzIG9idGFpbmVkIHVzaW5nIHRoZSBmaW5pdGUKZWxlbWVudCBtZXRob2QgdG8gZGVtb25zdHJhdGUgYWNjdXJhY3kuIFNpbWlsYXJseSB0byBpdHMgb3JpZ2luYXRpbmcgdGhlb3J5LAp0aGUgZWZmZWN0cyBvZiBzaGVhciBkZWZvcm1hdGlvbiBhbmQgcmVzdHJhaW5lZCB3YXJwaW5nIGFyZSBhc3N1bWVkIG5lZ2xpZ2libGUuPC9kZXNjcmlwdGlvbj4KICA8L2Rlc2NyaXB0aW9ucz4KPC9yZXNvdXJjZT4K","url":"https://figshare.com/collections/A_Koll_r_and_Pluzsik_Anisotropic_Composite_Beam_Theory_for_Arbitrary_Multi-celled_Cross_Sections/3291221","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":0,"versionCount":0,"versionOfCount":0,"created":"2016-07-31T20:24:12.000Z","registered":"2016-07-31T20:24:13.000Z","published":"2016","updated":"2024-12-14T19:10:54.000Z"},"relationships":{"client":{"data":{"id":"figshare.ars","type":"clients"}},"provide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