Finite element simulations for the sustainable CFRP retrofitted hollow square columns

Basit Öğe Kaydı
dc.contributor.authorFalah, M. W.
dc.contributor.authorAl-Khafaji, Z. S.
dc.contributor.authorYaseen, R.
dc.contributor.authorYousif, D. F.
dc.contributor.authorHamza, K. A.
dc.contributor.authorRadhi, S. S.
dc.date.accessioned2022-07-18T11:45:05Z
dc.date.available2022-07-18T11:45:05Z
dc.date.issued2022en_US
dc.departmentFakülteler, Mühendislik ve Doğa Bilimleri Fakültesi, Makine Mühendisliği Bölümüen_US
dc.description.abstractThis article describes the finite element analysis of concrete columns with a hollow square reinforced which restricted with a square Carbon-Fiber-Reinforced polymer (CFRP) tube. In this study, about sixteen square hollow core columns were investigated. These columns were classified into four sets. The set number one was the reference set which involved four unconfined reinforced columns with traditional steel helices and longitudinal steel bars. The columns of the 2nd category have a similar configuration as the set number one except that these columns were restricted outwardly by the CFRP tube. The columns of the set number were restricted outwardly by a CFRP tube and restricted inwardly by a steel tube. Finally, the columns of the 4th category do not have a steel reinforcement where they produced with only an outer CFRP tube and an inner steel tube. These columns were exposed to various loading conditions: concentric, eccentric (22 and 44) mm, and four bendings' points. It was investigated that the CFRP tube confinement faintly improved the columns' strength. Moreover, the use of a steel tube as inner confinement in the columns with a hollow section led to improve the structural performance and ductility.en_US
dc.identifier.citationFalah, M. W., Al-Khafaji, Z., Yaseen, R., Yousif, D. F., Hamza, K. A., & Radhi, S. S. (2022). Finite element simulations for the sustainable CFRP retrofitted hollow square columns. Electronic Journal of Structural Engineering, 22(1), 1-13.en_US
dc.identifier.endpage13en_US
dc.identifier.issn1443-9255
dc.identifier.issue1en_US
dc.identifier.scopus2-s2.0-85136090046
dc.identifier.scopusqualityQ4
dc.identifier.startpage1en_US
dc.identifier.urihttps://hdl.handle.net/20.500.12939/2672
dc.identifier.volume22en_US
dc.identifier.wosWOS:000818964800001
dc.identifier.wosqualityN/A
dc.indekslendigikaynakWeb of Science
dc.indekslendigikaynakScopus
dc.institutionauthorRadhi, S. S.
dc.language.isoen
dc.publisherEJSE INT LTDen_US
dc.relation.ispartofElectronic Journal of Structural Engineering
dc.relation.publicationcategoryMakale - Ulusal Hakemli Dergi - İdari Personel ve Öğrencien_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.subjectReinforced Concrete Columnen_US
dc.subjectCarbon-Fiber-Reinforced Polymer CFRPen_US
dc.subjectSteel Pipeen_US
dc.titleFinite element simulations for the sustainable CFRP retrofitted hollow square columns
dc.typeArticle

Dosyalar

Orijinal paket
Listeleniyor 1 - 1 / 1
Küçük Resim
İsim:
2022-01-01.pdf
Boyut:
1.22 MB
Biçim:
Adobe Portable Document Format
Açıklama:
Tam Metin / Full Text
İndir
Lisans paketi
Listeleniyor 1 - 1 / 1
[ X ]
İsim:
license.txt
Boyut:
1.44 KB
Biçim:
Item-specific license agreed upon to submission
Açıklama:
İndir

Koleksiyon

WoS İndeksli Yayınlar Koleksiyonu
Makine Mühendisliği Bölümü Koleksiyonu
Scopus İndeksli Yayınlar Koleksiyonu