Application of Differential Transformation Method and Dunkerley Formula for Stability Analysis of Bars in Water

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dc.contributor.authorKhosravı, Farshid
dc.contributor.authorBozdoğan, Kanat Burak
dc.date.accessioned2025-01-27T19:30:31Z
dc.date.available2025-01-27T19:30:31Z
dc.date.issued2021
dc.departmentÇanakkale Onsekiz Mart Üniversitesi
dc.description.abstractIn this study, two methods have been proposed to find the critical buckling load of bars that arein water and buckled under the effect of P singular force and distributed self-weight. Threedifferent Euler's cases were taken into account in the study. In the first method, the solution ofthe stability differential equation of the bar in water is solved by the Differential TransformationMethod (DTM), while in the second method, the Dunkerley formula is applied to determine thecritical buckling load factor of the buckled bar in water. Finally, the results obtained by solvingan example with the two proposed methods were compared with the finite element method. SAP2000 program was used for finite element analysis. From the results obtained, it was observedthat the two methods gave results in good agreement to the finite element method.
dc.identifier.doi10.30855/gmbd.2021.02.10
dc.identifier.endpage174
dc.identifier.issn2149-4916
dc.identifier.issn2149-9373
dc.identifier.issue2
dc.identifier.startpage169
dc.identifier.trdizinid438939
dc.identifier.urihttps://doi.org/10.30855/gmbd.2021.02.10
dc.identifier.urihttps://search.trdizin.gov.tr/tr/yayin/detay/438939
dc.identifier.urihttps://hdl.handle.net/20.500.12428/16160
dc.identifier.volume7
dc.indekslendigikaynakTR-Dizin
dc.language.isoen
dc.relation.ispartofGazi Mühendislik Bilimleri Dergisi
dc.relation.publicationcategoryMakale - Ulusal Hakemli Dergi - Kurum Öğretim Elemanı
dc.rightsinfo:eu-repo/semantics/openAccess
dc.snmzKA_TRD_20250125
dc.subjectFizik
dc.subjectUygulamalı
dc.subjectMatematik
dc.titleApplication of Differential Transformation Method and Dunkerley Formula for Stability Analysis of Bars in Water
dc.typeArticle

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