Fatigue performance and stiffness variation of stud connectors in steel-concrete-steel sandwich systems

Basit Öğe Kaydı
dc.contributor.authorDoğan, Orhan
dc.contributor.authorRoberts, T. M.
dc.date.accessioned2020-06-25T18:06:38Z
dc.date.available2020-06-25T18:06:38Z
dc.date.issued2012
dc.departmentKırıkkale Üniversitesi
dc.description.abstractIn this this study, a series of fatigue tests on six nominally identical push-shear specimens is conducted. The test specimens were subjected to an initial quasi-static test, up to a predefined maximum load, followed by a fatigue test to failure. For all the fatigue tests the mean applied load was the same while the load range varied to induce fatigue failure. The push-shear fatigue tests indicated that stiffness of the shear connections is gradually decreased during the test. Overall, the test results revealed that the lifetime of steel-concrete-steel sandwich systems under cycling loads could be predicted beforehand through the evaluation of the stiffness reduction in shear connections. (C) 2011 Elsevier Ltd. All rights reserved.en_US
dc.description.sponsorshipEuropean Coal and Steel Community; The Steel Construction Institute; Cardiff University of Walesen_US
dc.description.sponsorshipThis research was funded by the European Coal and Steel Community, The Steel Construction Institute and Cardiff University of Wales.en_US
dc.identifier.citationclosedAccessen_US
dc.identifier.doi10.1016/j.jcsr.2011.08.013
dc.identifier.endpage92en_US
dc.identifier.issn0143-974X
dc.identifier.scopus2-s2.0-84855309158
dc.identifier.scopusqualityQ1
dc.identifier.startpage86en_US
dc.identifier.urihttps://doi.org/10.1016/j.jcsr.2011.08.013
dc.identifier.urihttps://hdl.handle.net/20.500.12587/5294
dc.identifier.volume70en_US
dc.identifier.wosWOS:000301327000010
dc.identifier.wosqualityQ1
dc.indekslendigikaynakWeb of Science
dc.indekslendigikaynakScopus
dc.language.isoen
dc.publisherElsevier Sci Ltden_US
dc.relation.ispartofJournal Of Constructional Steel Research
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectDouble skin composite constructionen_US
dc.subjectPush-shear testen_US
dc.subjectShear connectionsen_US
dc.subjectStuden_US
dc.subjectFatigueen_US
dc.subjectShear stiffnessen_US
dc.titleFatigue performance and stiffness variation of stud connectors in steel-concrete-steel sandwich systemsen_US
dc.typeArticle

Dosyalar

Orijinal paket
Listeleniyor 1 - 1 / 1
[ X ]
İsim:
Fatigue performance and stiffness variation of stud connectors in steel-concrete-steel sandwich systems.pdf
Boyut:
1.58 MB
Biçim:
Adobe Portable Document Format
Açıklama:
Tam Metin/Full Text
İndir

Koleksiyon

WOS İndeksli Yayınlar Koleksiyonu
Makale Koleksiyonu
Scopus İndeksli Yayınlar Koleksiyonu