Publication:
Forced vibration of a bi-axially pre-stressed plate subjected to a harmonic point force and resting on a rigid foundation

dc.contributor.authorDaşdemir A., Eröz M.
dc.contributor.authorDasdemir, A, Eroz, M
dc.date.accessioned2023-05-09T18:35:52Z
dc.date.available2023-05-09T18:35:52Z
dc.date.issued2019-01-01
dc.date.issued2019.01.01
dc.description.abstractThis paper models the harmonically forced vibration of a bi-axially pre-stressed plate resting on a rigid foundation using the three-dimensional linearized theory of elastic waves in initially stressed bodies. This model assumes that the material is linearly elastic, homogenous, and isotropic. The model of this system is numerically evaluated using the finite element method simulations. The numerical results illustrate the influence of several system parameters on the dynamic responses of the stresses acting at the interface between the plate and its rigid foundation. The simulations show that the aspect ratio of the plate determines how the initial stress influences the behavior of the system.
dc.identifier.doi10.1139/tcsme-2018-0179
dc.identifier.endpage343
dc.identifier.issn0315-8977
dc.identifier.scopus2-s2.0-85071774624
dc.identifier.startpage333
dc.identifier.urihttps://hdl.handle.net/20.500.12597/13461
dc.identifier.volume43
dc.identifier.wosWOS:000482619900006
dc.relation.ispartofTransactions of the Canadian Society for Mechanical Engineering
dc.relation.ispartofTRANSACTIONS OF THE CANADIAN SOCIETY FOR MECHANICAL ENGINEERING
dc.rightsfalse
dc.subjectFinite element method | Forced vibration | Initial stress | Rigid foundation | Time-harmonic force
dc.titleForced vibration of a bi-axially pre-stressed plate subjected to a harmonic point force and resting on a rigid foundation
dc.titleForced vibration of a bi-axially pre-stressed plate subjected to a harmonic point force and resting on a rigid foundation
dc.typeArticle
dspace.entity.typePublication
oaire.citation.issue3
oaire.citation.volume43
relation.isScopusOfPublication0fe281f1-e873-426c-8049-20ef0be07afd
relation.isScopusOfPublication.latestForDiscovery0fe281f1-e873-426c-8049-20ef0be07afd
relation.isWosOfPublicationa00bc6f2-b5a9-4280-b57f-7a58ed07ecf4
relation.isWosOfPublication.latestForDiscoverya00bc6f2-b5a9-4280-b57f-7a58ed07ecf4

Files

Collections