Erzincan Binali Yıldırım ÜniversitesiErzincan Binali Yıldırım ÜniversitesiAçık Erişim Arşivi · RDL Open

Dynamic Stability of Diamond Frame Structures

ArticleAçık Erişim

Özet

The in-plane dynamic and static stability of diamond beam structures under a periodic load is investigated. The diamond shape structure is assumed to be an Euler beam and modeled by using the finite-element method. The Bolotin approach is used for finding the dynamic instability regions. The natural frequencies and buckling load obtained from the generated finite element code are compared with ANSYS program results. Moreover, the effects of various boundary conditions, inclination angles, beam lengths, a beam having a tapered cross-section, and static/dynamic load parameters on unstable regions are investigated. © 2023, Springer Science+Business Media, LLC, part of Springer Nature.

Anahtar Kelimeler

diamond-shaped framedynamic stabilityfinite elementstatic and dynamic loadsDynamic loadsFinite element methodStabilityBeam structuresDynamic instabilityDynamics stabilityEuler beamFrame structurePeriodic loadStatic stabilityDiamonds
RDL Kalıcı Bağlantı (PID)
https://rdlopen.rawdatalibrary.net/r/ebyu/12988Resmi atıflarda kullanılan kalıcı adres
DOI
https://doi.org/10.1007/s10778-023-01197-yYayıncı resmi DOI adresi
Tam Kayıt
AlanDeğerDil
dc.contributor.authorÖzil, F.
dc.contributor.authorDemirtas, S.
dc.contributor.authorDoğan, H.
dc.contributor.authorÖztürk, H.
dc.contributor.authorSabuncu, M.
dc.date.accessioned2026-10-18T20:27:50.401119755Z
dc.date.available2026-10-18T20:27:50.401119755Z
dc.date.issued2022
dc.description.abstractThe in-plane dynamic and static stability of diamond beam structures under a periodic load is investigated. The diamond shape structure is assumed to be an Euler beam and modeled by using the finite-element method. The Bolotin approach is used for finding the dynamic instability regions. The natural frequencies and buckling load obtained from the generated finite element code are compared with ANSYS program results. Moreover, the effects of various boundary conditions, inclination angles, beam lengths, a beam having a tapered cross-section, and static/dynamic load parameters on unstable regions are investigated. © 2023, Springer Science+Business Media, LLC, part of Springer Nature.
dc.identifier.doi10.1007/s10778-023-01197-y
dc.identifier.eissn1573-8582
dc.identifier.endpage743
dc.identifier.issn1063-7095
dc.identifier.issue6
dc.identifier.scopus2-s2.0-85161724399
dc.identifier.startpage732
dc.identifier.urihttps://rdlopen.rawdatalibrary.net/r/ebyu/12988
dc.identifier.volume58
dc.identifier.wosWOS:001004816900004
dc.language.isoen
dc.publisherSpringer
dc.relation.ispartofInternational Applied Mechanics
dc.rightsinfo:eu-repo/semantics/openAccess
dc.subjectdiamond-shaped frame
dc.subjectdynamic stability
dc.subjectfinite element
dc.subjectstatic and dynamic loads
dc.subjectDynamic loads
dc.subjectFinite element method
dc.subjectStability
dc.subjectBeam structures
dc.subjectDynamic instability
dc.subjectDynamics stability
dc.subjectEuler beam
dc.subjectFrame structure
dc.subjectPeriodic load
dc.subjectStatic stability
dc.subjectDiamonds
dc.titleDynamic Stability of Diamond Frame Structures
dc.typeArticle
dspace.entity.typePublication
rdl.citation.scopus0
rdl.citation.wos0
rdl.source.indexSCOPUS
rdl.source.indexWOS
rdl.wos.indexEmerging Sources Citation Index (ESCI)