The capacities of thin plated stiffened T-stubs
dc.contributor.author | Ozkilic, Yasin Onuralp | |
dc.date.accessioned | 2024-02-23T14:12:45Z | |
dc.date.available | 2024-02-23T14:12:45Z | |
dc.date.issued | 2021 | |
dc.department | NEÜ | en_US |
dc.description.abstract | The 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.sponsorship | Department of Scientific Research Projects at Necmettin Erbakan University [211219002] | en_US |
dc.description.sponsorship | This study has been supported by the Department of Scientific Research Projects at Necmettin Erbakan University with the project coded 211219002. | en_US |
dc.identifier.doi | 10.1016/j.jcsr.2021.106912 | |
dc.identifier.issn | 0143-974X | |
dc.identifier.issn | 1873-5983 | |
dc.identifier.scopus | 2-s2.0-85112473926 | en_US |
dc.identifier.scopusquality | Q1 | en_US |
dc.identifier.uri | https://doi.org/10.1016/j.jcsr.2021.106912 | |
dc.identifier.uri | https://hdl.handle.net/20.500.12452/12149 | |
dc.identifier.volume | 186 | en_US |
dc.identifier.wos | WOS:000704269100005 | en_US |
dc.identifier.wosquality | Q2 | en_US |
dc.indekslendigikaynak | Web of Science | en_US |
dc.indekslendigikaynak | Scopus | en_US |
dc.language.iso | en | en_US |
dc.publisher | Elsevier Sci Ltd | en_US |
dc.relation.ispartof | Journal Of Constructional Steel Research | en_US |
dc.relation.publicationcategory | Makale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı | en_US |
dc.rights | info:eu-repo/semantics/closedAccess | en_US |
dc.subject | T-Stub | en_US |
dc.subject | Stiffener | en_US |
dc.subject | Yield Line | en_US |
dc.subject | End-Plate | en_US |
dc.subject | Ec3 | en_US |
dc.subject | Aisc358 | en_US |
dc.title | The capacities of thin plated stiffened T-stubs | en_US |
dc.type | Article | en_US |