| 種別 | 論文 |
| 主題 | SIMULATION OF TENSION BEHAVIOR OF REINFORCED CONCRETE MEMBERS STRENGTHENED WITH CFS BY USING RBSM |
| 副題 | |
| 筆頭著者 | Khalid FARAH（Hokkaido University） |
| 連名者1 | 佐藤靖彦（北海道大学） |
| 連名者2 | |
| 連名者3 | |
| 連名者4 | |
| 連名者5〜 | |
| キーワード | 鉄筋コンクリート、補強、炭素繊維シート、RBSM、付着劣化モデル、reinforced concrete、strengthened、carbon fiber sheets、RBSM、bond deterioration model |
| 巻 | 31 |
| 号 | 1 |
| 先頭ページ | 391 |
| 末尾ページ | 396 |
| 年度 | 2009 |
| 要旨 | This paper presents numerical simulation to the tension behaviour of reinforced concrete (RC) members strengthened with externally bonded Carbon Fiber Sheets (CFS) by using two dimensional Rigid Body Spring Model (RBSM) ([1] and [2]). A non-linear reinforced concrete model strengthened by CFS, with bond-slip models and bond deterioration models to simulate both the steel reinforcement bar-concrete interface and the CFS-concrete interface were applied in the RBSM numerical code. It is reported that the RBSM analysis can represent the experimentally observed phenomena very well. |
| PDFファイル名 | 031-01-1059.pdf |