Fracture modelling of A4-80 stainless steel bolts in different bolted connection components

Basit Öğe Kaydı
dc.authorid0000-0003-4320-3986
dc.authorid0000-0002-7910-8190
dc.authorid0000-0001-7450-9895
dc.authorid0000-0001-6852-3041
dc.contributor.authorYapıcı, Orhan
dc.contributor.authorVasdravellis, George
dc.contributor.authorKong, Zhengyi
dc.contributor.authorGüneş, Şahin
dc.contributor.authorBedirhanoğlu, İdris
dc.date.accessioned2025-02-22T14:09:01Z
dc.date.available2025-02-22T14:09:01Z
dc.date.issued2025
dc.departmentDicle Üniversitesi, Mühendislik Fakültesi, İnşaat Mühendisliği Bölümüen_US
dc.description.abstractTo accurately model the structural collapse of the stainless steel beam to column connections under extreme loading situation, it is necessary to incorporate a reliable fracture model which replicates the observed structural response of the components. Since bolt fracture quite often governs the ultimate strength and deformation capacity of bolted connections which can also lead to failure of overall joint, it is therefore important to consider the fracture in the numerical analysis of such connections. Upon recent studies on characterisation of fracture properties of austenitic stainless steel bolts, incorporation of the bolt fracture into the numerical analysis of different stainless steel components has been studied in this study. To show the reliability and validity of recently proposed fracture model for stainless steel bolts, an advanced numerical model has been developed herein to simulate the structural behaviour of different components in stainless steel bolted connections such as threaded and unthreaded bolts, bolted T-stubs and moment resisting frame. The developed numerical model has been validated against the existing experimental data and comprehensively reported. The experimental response of all considered components which ultimately failed by bolt fracture under pure tension, were all accurately predicted by the developed fracture modelling approach.en_US
dc.identifier.citationYapıcı, O., Vasdravellis, G., Kong, Z., Güneş, Ş. ve Bedirhanoğlu, İ. (2025). Fracture modelling of A4–80 stainless steel bolts in different bolted connection components. Journal of Constructional Steel Research, 226, 1-10.
dc.identifier.doi10.1016/j.jcsr.2024.109265
dc.identifier.issn0143-974X
dc.identifier.issn1873-5983
dc.identifier.scopus2-s2.0-85211476473en_US
dc.identifier.scopusqualityQ1en_US
dc.identifier.urihttps://doi.org/10.1016/j.jcsr.2024.109265
dc.identifier.urihttps://hdl.handle.net/11468/29758
dc.identifier.volume226en_US
dc.identifier.wosWOS:001388267000001
dc.identifier.wosqualityQ1
dc.indekslendigikaynakWeb of Science
dc.indekslendigikaynakScopus
dc.institutionauthorBedirhanoğlu, İdris
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.snmzKA_WOS_20250222
dc.subjectBoltsen_US
dc.subjectBolted connectionsen_US
dc.subjectFractureen_US
dc.subjectComponent methoden_US
dc.subjectNumerical modellingen_US
dc.subjectStainless steelen_US
dc.titleFracture modelling of A4-80 stainless steel bolts in different bolted connection componentsen_US
dc.typeArticleen_US

Dosyalar

Orijinal paket
Listeleniyor 1 - 1 / 1
[ X ]
İsim:
Fracture modelling of A4–80 stainless steel bolts in different bolted connection components.pdf
Boyut:
10.12 MB
Biçim:
Adobe Portable Document Format
İndir

Koleksiyon

WoS İndeksli Yayınlar Koleksiyonu
İnşaat Mühendisliği Bölümü Koleksiyonu
Scopus İndeksli Yayınlar Koleksiyonu