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Adaptation of generalized Hill inequalities to anisotropic elastic symmetries

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dc.contributor.author Dinçkal, Çiğdem
dc.date.accessioned 2024-02-22T11:49:15Z
dc.date.available 2024-02-22T11:49:15Z
dc.date.issued 2011
dc.identifier.citation Dinçkal, Ç. (2011). "Adaptation of generalized Hill inequalities to anisotropic elastic symmetries", International Journal of Engineering, Science and Technology, Vol.3, No.4. tr_TR
dc.identifier.issn 2141-2820
dc.identifier.uri http://hdl.handle.net/20.500.12416/7285
dc.description.abstract Mechanical and elastic behaviors of anisotropic materials are investigated in an innovative way. This is based on generalized Hill inequalities. From different type of anisotropic elastic symmetries, numerical examples are given. Constructing bounds on effective eigenvalues provides a deeper understanding about mechanical behavior of anisotropic materials. Generalized Hill inequalities are adapted to all anisotropic elastic symmetries. The materials selected from the same symmetry type which have larger interval between the bounds, are more anisotropic whereas smaller interval between the bounds, are closer to isotropy. Besides it is proved that there are relations between bulk and shear modulus and eigenvalues of cubic and isotropic symmetry and by these relations, two linear invariants are found out. tr_TR
dc.language.iso eng tr_TR
dc.relation.isversionof 10.4314/ijest.v3i4.68553 tr_TR
dc.rights info:eu-repo/semantics/closedAccess tr_TR
dc.subject Generalized Hill Inequalities tr_TR
dc.subject Elastic Constants tr_TR
dc.subject Anisotropic Elastic Symmetries tr_TR
dc.subject Anisotropy Bounds tr_TR
dc.title Adaptation of generalized Hill inequalities to anisotropic elastic symmetries tr_TR
dc.type article tr_TR
dc.relation.journal International Journal of Engineering, Science and Technology tr_TR
dc.contributor.authorID 26773 tr_TR
dc.identifier.volume 3 tr_TR
dc.identifier.issue 4 tr_TR
dc.contributor.department Çankaya Üniversitesi, Mühendislik Fakültesi, İnşaat Mühendisliği Bölümü tr_TR


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