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dc.contributor.authorRahimi, Zaher
dc.contributor.authorSumelka, Wojciech
dc.contributor.authorBaleanu, Dumitru
dc.date.accessioned2019-09-18T09:05:09Z
dc.date.available2019-09-18T09:05:09Z
dc.date.copyright4/8/2019 12:00:00 AM
dc.date.issued2019
dc.identifier.issn1555-1415
dc.identifier.othercnd_014_06_061004.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4258685
dc.description.abstractIn the present work, a nonlocal model based on the conformal strain energy, utilizing the conformable derivative definition, has been obtained. The model has two additional free parameters compared to the classical (local) mechanical formulations. The first one specifies the amount of the integer and the noninteger gradient of strain in the strain energy relation, and the second one controls the order of the strain derivatives in the conformable energy relation. The obtained governing (nonlinear) equation has been solved by the Galerkin method and the effects of both free parameters have been shown. As a case study, the bending and buckling of nanobeam structures has been studied.
dc.publisherAmerican Society of Mechanical Engineers (ASME)
dc.titleA Mechanical Model Based on Conformal Strain Energy and Its Application to Bending and Buckling of Nanobeam Structures
dc.typeJournal Paper
dc.journal.volume14
dc.journal.issue6
dc.journal.titleJournal of Computational and Nonlinear Dynamics
dc.identifier.doi10.1115/1.4043085
dc.journal.fristpage61004
dc.journal.lastpage061004-7
dc.treeJournal of Computational and Nonlinear Dynamics:;2019:;volume( 014 ):;issue: 006
dc.contenttypeFulltext


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