Please use this identifier to cite or link to this item: https://hdl.handle.net/20.500.14279/4110
DC FieldValueLanguage
dc.contributor.authorKalamkarov, Alexander L.-
dc.contributor.authorHassan, Essmat M.-
dc.contributor.authorSavi, Marcelo Amorim-
dc.contributor.authorGeorgiades, Tasos-
dc.date.accessioned2009-11-10T08:58:44Zen
dc.date.accessioned2013-05-17T10:30:33Z-
dc.date.accessioned2015-12-09T11:29:57Z-
dc.date.available2009-11-10T08:58:44Zen
dc.date.available2013-05-17T10:30:33Z-
dc.date.available2015-12-09T11:29:57Z-
dc.date.issued2009-06-
dc.identifier.citationComposite Structures, 2009, vol. 89, no. 2, pp. 186-196en_US
dc.identifier.issn02638223-
dc.identifier.urihttps://hdl.handle.net/20.500.14279/4110-
dc.description.abstractThe asymptotic homogenization method is used to develop a comprehensive micromechanical model pertaining to three-dimensional composite structures with an embedded periodic grid of generally orthotropic reinforcements. The model developed transforms the original boundary-value problem into a simpler one characterized by some effective elastic coefficients. These effective coefficients are shown to depend only on the geometric and material parameters of the unit cell and are free from the periodicity complications that characterize their original material counterparts. As a consequence they can be used to study a wide variety of boundary-value problems associated with the composite of a given microstructure. The developed model is applied to different examples of orthotropic composite structures with cubic, conical and diagonal reinforcement orientations. It is shown in these examples that the model allows for complete flexibility in designing a grid-reinforced composite structure with desirable elastic coefficients to conform to any engineering application by changing some material and/or geometric parameter of interest. It is also shown in this work that in the limiting particular case of 2D grid-reinforced structure with isotropic reinforcements our results converge to the earlier published results.en_US
dc.formatpdfen_US
dc.language.isoenen_US
dc.relation.ispartofComposite Structuresen_US
dc.rights© Elsevieren_US
dc.subjectAsymptotic homogenizationen_US
dc.subjectGrid-reinforced composite structuresen_US
dc.subjectOrthotropic reinforcementen_US
dc.subjectEffective elastic coefficientsen_US
dc.titleAsymptotic homogenization model for 3D grid-reinforced composite structures with generally orthotropic reinforcementsen_US
dc.typeArticleen_US
dc.collaborationDalhousie Universityen_US
dc.collaborationCyprus University of Technologyen_US
dc.collaborationUniversidade Federal do Rio de Janeiroen_US
dc.subject.categoryMaterials Engineeringen_US
dc.journalsSubscriptionen_US
dc.reviewPeer reviewed-
dc.countryCanadaen_US
dc.countryCyprusen_US
dc.countryBrazilen_US
dc.subject.fieldEngineering and Technologyen_US
dc.publicationPeer Revieweden_US
dc.identifier.doi10.1016/j.compstruct.2008.07.026en_US
dc.dept.handle123456789/134en
dc.relation.issue2en_US
dc.relation.volume89en_US
cut.common.academicyear2008-2009en_US
dc.identifier.spage186en_US
dc.identifier.epage196en_US
item.openairecristypehttp://purl.org/coar/resource_type/c_6501-
item.grantfulltextopen-
item.cerifentitytypePublications-
item.fulltextWith Fulltext-
item.languageiso639-1en-
item.openairetypearticle-
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-
crisitem.journal.journalissn0263-8223-
crisitem.journal.publisherElsevier-
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