The capacities of thin plated stiffened T-stubs

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dc.contributor.authorOzkilic, Yasin Onuralp
dc.date.accessioned2024-02-23T14:12:45Z
dc.date.available2024-02-23T14:12:45Z
dc.date.issued2021
dc.departmentNEÜen_US
dc.description.abstractThe stiffeners, also known as ribs, have a great influence on the behavior of the extended end-plate connections. The end-plate connections can be idealized by making use of equivalent T-stubs. The effects of the stiffener on the behavior of T-stubs were experimentally investigated with an extensive set of parameters. Flange thickness, flange width, gage distance, distance from a T-stub stem to bolt row, vertical edge distance, bolt diameter and weld thickness are selected as the parameters. Pursuant to this goal, 44 stiffened T-stubs were tested under monotonic loading up to failure. The load-displacement curve of each T-stubs is presented and the results are evaluated with the predicted capacity by AISC 358 and EC3. The results revealed that the current provisions underestimate the capacity with high standard deviations. Therefore, a new design expression is proposed utilizing the yield line mechanism to estimate the plastic capacity more accurately. Moreover, an expression is developed to predict the ultimate capacity.en_US
dc.description.sponsorshipDepartment of Scientific Research Projects at Necmettin Erbakan University [211219002]en_US
dc.description.sponsorshipThis study has been supported by the Department of Scientific Research Projects at Necmettin Erbakan University with the project coded 211219002.en_US
dc.identifier.doi10.1016/j.jcsr.2021.106912
dc.identifier.issn0143-974X
dc.identifier.issn1873-5983
dc.identifier.scopus2-s2.0-85112473926en_US
dc.identifier.scopusqualityQ1en_US
dc.identifier.urihttps://doi.org/10.1016/j.jcsr.2021.106912
dc.identifier.urihttps://hdl.handle.net/20.500.12452/12149
dc.identifier.volume186en_US
dc.identifier.wosWOS:000704269100005en_US
dc.identifier.wosqualityQ2en_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.indekslendigikaynakScopusen_US
dc.language.isoenen_US
dc.publisherElsevier Sci Ltden_US
dc.relation.ispartofJournal Of Constructional Steel Researchen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectT-Stuben_US
dc.subjectStiffeneren_US
dc.subjectYield Lineen_US
dc.subjectEnd-Plateen_US
dc.subjectEc3en_US
dc.subjectAisc358en_US
dc.titleThe capacities of thin plated stiffened T-stubsen_US
dc.typeArticleen_US

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