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Fire Performance of Steel Profiles Covered with Self Compacting Concrete (Article in Press)   
Yazarlar (5)
Abdulkadir Cüneyt Aydın
Türkiye
Dr. Öğr. Üyesi Barış BAYRAK Dr. Öğr. Üyesi Barış BAYRAK
Kafkas Üniversitesi, Türkiye
Dr. Öğr. Üyesi Haluk Görkem ALCAN Dr. Öğr. Üyesi Haluk Görkem ALCAN
Kafkas Üniversitesi, Türkiye
Mahmut Kılıç
Atatürk Üniversitesi, Türkiye
Mahyar Maalı
Erzurum Teknik Üniversitesi, Türkiye
Devamını Göster
Özet
This paper reports an investigation on the high-temperature effect on the composites manufactured with steel profiles embedded within the concrete for varying temperatures. A total of 24 experiments were performed in two groups and all specimens were manufactured with self-compacting concrete. The effects of high temperature are investigated through rectangular prism type specimens, by using the concrete cover as 25, 50, and 75 mm. The testing temperatures were kept constant for each group (600 ℃ and 900 ℃). The effects of varying exposure time (60 and 120 minutes) on the relevant steel standard IPE profiles (IPE 120 and IPE 270) were experimentally investigated. Furthermore, the micro structure of the composite is observed by using scanning electron microscopy (SEM) technique. The increase in the concrete cover in both groups increased the compressive strength. Increasing the concert cover allowance decreased the crack distribution and maximum crack width. However, concrete cover, high temperature and exposed time have a significantly effect on the yield strength and ultimate strength of IPE profiles.
Anahtar Kelimeler
Makale Türü Özgün Makale
Makale Alt Türü SSCI, AHCI, SCI, SCI-Exp dergilerinde yayınlanan tam makale
Dergi Adı Scientia Iranica
Dergi ISSN 1026-3098 Wos Dergi Scopus Dergi
Dergi Tarandığı Indeksler SCI-Expanded
Dergi Grubu Q3
Makale Dili İngilizce
Basım Tarihi 01-2023
Doi Numarası 10.24200/sci.2023.60188.6652
Makale Linki https://doi.org/10.24200/sci.2023.60188.6652