PLANE STRAIN POLAR ELASTICITY OF FIBRE-REINFORCED FUNCTIONALLY GRADED MATERIALS AND STRUCTURES

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dc.contributor.authorSoldatos, Konstantinos P.
dc.contributor.authorAydogdu, Metin
dc.contributor.authorGul, Ufuk
dc.date.accessioned2024-06-12T10:59:06Z
dc.date.available2024-06-12T10:59:06Z
dc.date.issued2019
dc.departmentTrakya Üniversitesien_US
dc.description.abstractThis study investigates the flexural response of a linearly elastic rectangular strip reinforced in a functionally graded manner by a single family of straight fibres resistant in bending. Fibre bending resistance is associated with the thickness of fibres which, in turn, is considered measurable through use of some intrinsic material length parameter involved in the definition of a corresponding elastic modulus. Solution of the relevant set of governing differential equations is achieved computationally, with the use of a well-established semianalytical mathematical method. A connection of this solution with its homogeneous fibre-reinforced material counterpart enables the corresponding homogeneous fibrous composite to be regarded as a source of a set of equivalent functionally graded structures, each one of which is formed through inhomogeneous redistribution of the same volume of fibres within the same matrix material. A subsequent stress and couple-stress analysis provides details of the manner in which the flexural response of the polar structural component of interest is affected by certain types of inhomogeneous fibre distribution.en_US
dc.description.sponsorshipUniversity of Nottingham, via the International Collaboration Funden_US
dc.description.sponsorshipKPS acknowledges support from the University of Nottingham, via the International Collaboration Fund, which enabled him to visit Trakya University, Edirne, Turkey, in August 2018. He also acknowledges the splendid hospitality of Trakya University.en_US
dc.identifier.doi10.2140/jomms.2019.14.497
dc.identifier.endpage535en_US
dc.identifier.issn1559-3959
dc.identifier.issue4en_US
dc.identifier.scopus2-s2.0-85078839778en_US
dc.identifier.scopusqualityQ3en_US
dc.identifier.startpage497en_US
dc.identifier.urihttps://doi.org/10.2140/jomms.2019.14.497
dc.identifier.urihttps://hdl.handle.net/20.500.14551/20308
dc.identifier.volume14en_US
dc.identifier.wosWOS:000505029700004en_US
dc.identifier.wosqualityQ4en_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.indekslendigikaynakScopusen_US
dc.language.isoenen_US
dc.publisherMathematical Science Publen_US
dc.relation.ispartofJournal Of Mechanics Of Materials And Structuresen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.subjectCylindrical Bendingen_US
dc.subjectElastic Beamsen_US
dc.subjectElastic Platesen_US
dc.subjectFibre Bending Stiffnessen_US
dc.subjectFibre-Reinforced Structuresen_US
dc.subjectFunctionally Graded Structuresen_US
dc.subjectPlane Strain Elasticityen_US
dc.subjectPolar Elasticityen_US
dc.subjectLinear Elasticityen_US
dc.subjectFoundationen_US
dc.subjectSolidsen_US
dc.titlePLANE STRAIN POLAR ELASTICITY OF FIBRE-REINFORCED FUNCTIONALLY GRADED MATERIALS AND STRUCTURESen_US
dc.typeArticleen_US

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