| 種別 | paper |
| 主題 | Application of Unresin Continuous Carbon Fibers as Flexural Reinforcement in Concrete Structure |
| 副題 | |
| 筆頭著者 | Djamaluddin RUDY（Kyushu University） |
| 連名者1 | Yuichi KOBAYASHI （Kyushu University） |
| 連名者2 | Takayuki NAGAHAMA（Kyushu University） |
| 連名者3 | Toshiaki OHTA（Kyushu University） |
| 連名者4 | |
| 連名者5 | |
| キーワード | unresin continuous carbon fiber, flexural behavior, reinforcement ratio. |
| 巻 | 22 |
| 号 | 3 |
| 先頭ページ | 283 |
| 末尾ページ | 288 |
| 年度 | 2000 |
| 要旨 | This study investigates the feasibility of using non-corroding unresin continuous carbon fibers as a substitute for steel reinforcement in concrete structures. In this paper, the flexural behavior of concrete beams reinforced by unresin continuous carbon fibers are intro-duced and the conclusion based on the experimental and analytical studies are presented. The effects of reinforcement ratio and compressive strength of concrete are investigated. The result indicates that the carbon fiber can be a good alternative for steel reinforcement in concrete beams with efficiency about 80%. |
| PDFファイル名 | 022-01-3048.pdf |