Buckling Optimization Of Wood Composite Columns With Variable Thickness By The Example Of Sapele And OAK

dc.authoridTR206578en_US
dc.authoridTR5380en_US
dc.authoridTR7457en_US
dc.contributor.authorPekbey, Yeliz
dc.contributor.authorOzdamar, Aydogan
dc.contributor.authorSayman, Onur
dc.date.accessioned2015-04-02T06:37:27Z
dc.date.available2015-04-02T06:37:27Z
dc.date.issued2007
dc.departmentİstanbul Beykent Üniversitesien_US
dc.description.abstractIn this study, the problem of finding the shape of the strongest column which has the largest fundamental buckling load with equal length and volume for the clamped-clamped ends was purposed. It was also proved that the solutions of Tadjbakhsk & Keller (1962) and Olhoff & Rasmussen (1977)-Masur (1984) were not optimum for columns with clamped ends. Then, true solution was obtained from Masur's analytical bimodal solution for clamped-clamped case by considering the crushing criteria. To test the accuracy of new optimized columns with clamped ends, both experimental and numerical studies were carried out. In this study, natural composite materials such as sapele and oak with variable circular cross-sections were used. Results of the optimum model proposed in this study were in agreement with results obtained by experimental data and numerical results.en_US
dc.identifier.citationJournal of Science and Technology 1 (2), 2007, 184-196tr_TR
dc.identifier.issn1307-3818
dc.language.isoenen_US
dc.relation.publicationcategoryMakale - Ulusal Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.subjectBucklingtr_TR
dc.subjectOptimal columnstr_TR
dc.subjectShape designtr_TR
dc.subjectBimodal solutiontr_TR
dc.subjectUnimodal solutiontr_TR
dc.subjectCrush strengthtr_TR
dc.titleBuckling Optimization Of Wood Composite Columns With Variable Thickness By The Example Of Sapele And OAKen_US
dc.typeArticleen_US

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