| 種別 | paper |
| 主題 | Static and Fatigue Flexural Behavior of GFRP-Concrete Composite Beam by Epoxy Resin Adhesive |
| 副題 | |
| 筆頭著者 | Basem ABDULLAH（Kyushu University） |
| 連名者1 | Shinichi HINO（Kyushu University） |
| 連名者2 | Toshiaki OHTA（Kyushu University） |
| 連名者3 | Hisao KATSUNO（Mitsubishi Heavy Industries Erection Co.Ltd.） |
| 連名者4 | |
| 連名者5 | |
| キーワード | glass fiber reinforced plastic (GFRP), GFRP-concrete composite beam, rehabilitation, concrete slab, bond failure, shear failure |
| 巻 | 22 |
| 号 | 1 |
| 先頭ページ | 499 |
| 末尾ページ | 504 |
| 年度 | 2000 |
| 要旨 | The flexural behavior of glass fiber reinforced plastic (GFRP)-concrete composite beam by epoxy resin adhesive was nvestigated under two kinds of loads (static and fatigue loading). The GFRP-concrete composite beam consists of RC slab and H-shaped GFRP beam. The RC slab and the GFRP beam connected to each other by using epoxy resin adhesive. Three identical beams were prepared; two of them were examined under static loading, while the third was examined under fatigue loading. The experimental results of all the specimens are introduced and the conclusions based on the experimental and analytical studies are presented. |
| PDFファイル名 | 022-01-1078.pdf |