The mechanical behavior of thermally enhanced polypropylene concrete
Yazarlar (5)
Abdulkadir Cüneyt Aydın
Atatürk Üniversitesi, Türkiye
Dr. Öğr. Üyesi Haluk Görkem ALCAN
Kafkas Üniversitesi, Türkiye
Dr. Öğr. Üyesi Barış BAYRAK
Kafkas Üniversitesi, Türkiye
Mahmut Kılıç
Atatürk Üniversitesi, Türkiye
Mahyar Maalı
Erzurum Teknik Üniversitesi, Türkiye
| Makale Türü | Özgün Makale (SSCI, AHCI, SCI, SCI-Exp dergilerinde yayınlanan tam makale) | ||
| Dergi Adı | CONSTRUCTION AND BUILDING MATERIALS (Q1) | ||
| Dergi ISSN | 0950-0618 Wos Dergi Scopus Dergi | ||
| Dergi Tarandığı Indeksler | SCI-Expanded | ||
| Makale Dili | İngilizce | Basım Tarihi | 11-2020 |
| Cilt / Sayı / Sayfa | 262 / 120578 / 120578–0 | DOI | 10.1016/j.conbuildmat.2020.120578 |
| Makale Linki | https://doi.org/10.1016/j.conbuildmat.2020.120578 | ||
| 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 |
BM Sürdürülebilir Kalkınma Amaçları
| Atıf Sayıları | |
| WoS | 7 |
| Google Scholar | 8 |