Please use this identifier to cite or link to this item: https://hdl.handle.net/20.500.14279/1369
DC FieldValueLanguage
dc.contributor.authorChallagulla, Krishna S.-
dc.contributor.authorKalamkarov, Alexander L.-
dc.contributor.authorGeorgiades, Tasos-
dc.contributor.otherΓεωργιάδης, Τάσος-
dc.date.accessioned2013-03-06T15:40:20Zen
dc.date.accessioned2013-05-17T05:22:58Z-
dc.date.accessioned2015-12-02T10:17:33Z-
dc.date.available2013-03-06T15:40:20Zen
dc.date.available2013-05-17T05:22:58Z-
dc.date.available2015-12-02T10:17:33Z-
dc.date.issued2007-07-
dc.identifier.citationComposite Structures, 2007, vol. 79, no. 3, pp. 432-444en_US
dc.identifier.issn02638223-
dc.identifier.urihttps://hdl.handle.net/20.500.14279/1369-
dc.description.abstractAsymptotic homogenization models for composite plates reinforced with orthotropic bars are developed and the effective elastic coefficients are obtained. The original problem for the regularly non-homogeneous composite structure reduces to a system of two simpler types of problem, called "unit cell" problems. It is precisely these unit cell problems that enable the determination of the aforementioned coefficients. These effective coefficients are universal in nature and can be used to study a wide variety of boundary value problems associated with a composite structure of a given geometry. The derived model is applied to a number of practical cases involving composite plates reinforced with different networks of orthotropic bars. It is shown that the model can be used to tailor the effective properties of a given composite structure to meet the requirements of a particular application by changing some material or geometric parameters. In the limiting case of isotropic reinforcements, the results are shown to converge to those of previous models obtained by means of asymptotic homogenization or stress-strain relationships in the reinforcements.en_US
dc.formatpdfen_US
dc.language.isoenen_US
dc.relation.ispartofComposite Structuresen_US
dc.rights© Elsevieren_US
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/3.0/us/*
dc.subjectCompositesen_US
dc.subjectGeometryen_US
dc.subjectElasticityen_US
dc.titleAsymptotic homogenization modeling of thin composite network structuresen_US
dc.typeArticleen_US
dc.affiliationDalhousie Universityen
dc.collaborationDalhousie Universityen_US
dc.journalsSubscriptionen_US
dc.countryCanadaen_US
dc.subject.fieldEngineering and Technologyen_US
dc.publicationPeer Revieweden_US
dc.identifier.doi10.1016/j.compstruct.2006.02.017en_US
dc.dept.handle123456789/54en
dc.relation.issue3en_US
dc.relation.volume79en_US
cut.common.academicyear2007-2008en_US
dc.identifier.spage432en_US
dc.identifier.epage444en_US
item.fulltextNo Fulltext-
item.cerifentitytypePublications-
item.grantfulltextnone-
item.openairecristypehttp://purl.org/coar/resource_type/c_6501-
item.openairetypearticle-
item.languageiso639-1en-
crisitem.journal.journalissn0263-8223-
crisitem.journal.publisherElsevier-
crisitem.author.deptDepartment of Mechanical Engineering and Materials Science and Engineering-
crisitem.author.facultyFaculty of Engineering and Technology-
crisitem.author.orcid0000-0002-8984-1011-
crisitem.author.parentorgFaculty of Engineering and Technology-
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