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The mechanical behavior of thermally enhanced polypropylene concrete     
Yazarlar (5)
Abdulkadir Cüneyt Aydın
Atatürk Üniversitesi, Türkiye
Dr. Öğr. Üyesi Haluk Görkem ALCAN Dr. Öğr. Üyesi Haluk Görkem ALCAN
Kafkas Üniversitesi, Türkiye
Dr. Öğr. Üyesi Barış BAYRAK Dr. Öğr. Üyesi Barış BAYRAK
Kafkas Üniversitesi, Türkiye
Mahmut Kılıç
Atatürk Üniversitesi, Türkiye
Mahyar Maalı
Erzurum Teknik Üniversitesi, Türkiye
Devamını Göster
Özet
This article presents the investigation of the change of mechanical properties of reinforced and non-reinforced beams produced by using a constant amount of polypropylene (PP) instead of 50% of fine aggregates by volume as a result of exposure to high temperatures (170° C) for different periods (1, 3, and 5 h) of time. The thermal enhancement procedure is applied after the 28 days of curing period. Bending, shear and torsion tests were applied to the beams. In this study, torsional moment capacity, flexural, and shear strengths were evaluated according to the American Concrete Institute (ACI318-19) and Eurocode-2 standards. These theoretical values are compared with experimental results. The polypropylene aggregate, which is used instead of fine aggregates in reinforced or non-reinforced groups, caused a decrease in flexural and shear strength compared to the control samples. The ductile fracture …
Anahtar Kelimeler
Bending | Shear | Torsional moment | Polypropylene concrete | Thermally enhanced
Makale Türü Özgün Makale
Makale Alt Türü SSCI, AHCI, SCI, SCI-Exp dergilerinde yayınlanan tam makale
Dergi Adı Construction and Building Materials
Dergi ISSN 0950-0618 Wos Dergi Scopus Dergi
Dergi Tarandığı Indeksler SCI-Expanded
Dergi Grubu Q1
Makale Dili İngilizce
Basım Tarihi 11-2020
Cilt No 262
Sayı 120578
Sayfalar 120578 / 0
Doi Numarası 10.1016/j.conbuildmat.2020.120578
Makale Linki https://doi.org/10.1016/j.conbuildmat.2020.120578
BM Sürdürülebilir Kalkınma Amaçları
Atıf Sayıları
WoS 7
Google Scholar 7
The mechanical behavior of thermally enhanced polypropylene concrete

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