Torsional behavior of composite shear walls and load‐bearing sandwich panels: An experimental investigation
Yazarlar (2)
Dr. Öğr. Üyesi Haluk Görkem ALCAN
Kafkas Üniversitesi, Türkiye
Abdulkadir Cüneyt Aydın
Atatürk Üniversitesi, Türkiye
| Makale Türü | Özgün Makale (SSCI, AHCI, SCI, SCI-Exp dergilerinde yayınlanan tam makale) | ||
| Dergi Adı | STRUCTURAL CONCRETE (Q2) | ||
| Dergi ISSN | 1464-4177 Wos Dergi Scopus Dergi | ||
| Dergi Tarandığı Indeksler | SCI-Expanded | ||
| Makale Dili | İngilizce | Basım Tarihi | 12-2024 |
| Cilt / Sayı / Sayfa | 25 / 6 / 4757–4779 | DOI | 10.1002/suco.202300764 |
| Makale Linki | https://doi.org/10.1002/suco.202300764 | ||
| Özet |
| This study aims to experimentally investigate the torsional behavior of acrylic latex polymer and alkali‐resistant glass fiber‐reinforced composite shear walls and load‐bearing sandwich panels. Also, this study was aimed to experimentally examine the changes in the torsional moment capacities, twist angle values, energy dissipation capacities, ductility index, and rigidity of the samples for the presence of the additives added to concrete, size, presence of reinforcement in sandwich panels, and effect of sandwich panels. Within the scope of this work, a control sample, two composite shear walls, and two sandwich panels were produced (1500 × 1200 × 150 mm). While adding 5% acrylic latex to the concrete phase of one of the composite shear wall groups, in the other group, both 5% acrylic latex and 1% alkali‐resistant glass fibers were added to the concrete. While the core structure of the sandwich panel … |
| Anahtar Kelimeler |
| alkali-resistant glass fiber | composite shear wall | polymer-modified concrete | sandwich panel | styrene acrylic latex | torsional moment |
BM Sürdürülebilir Kalkınma Amaçları
| Atıf Sayıları | |
| WoS | 1 |
| Google Scholar | 2 |