| 種別 | 論文 |
| 主題 | BOND LOSS RESPONSE OF REINFORCED CONCRETE DAPPED-END BEAM SUBJECTED TO STATIC AND LOW CYCLE FATIGUE LOADING |
| 副題 | |
| 筆頭著者 | Ajibola QUADRI（Yokohama national university） |
| 連名者1 | 藤山知加子（横浜国立大学） |
| 連名者2 | |
| 連名者3 | |
| 連名者4 | |
| 連名者5 | |
| キーワード | Dapped end Beam、 Fatigue and Static Load、 COM 3 System、 EN-2 |
| 巻 | 43 |
| 号 | 2 |
| 先頭ページ | 439 |
| 末尾ページ | 444 |
| 年度 | 2021 |
| 要旨 | The behavior of reinforced concrete dapped-end beams (RCDEBs) has been investigated experimentally and analytically under the bond deterioration of RC composites. In this study, the bond deterioration of the longitudinal reinforcement in the nib and the flexural zone was made with PVC hollow pipe. Static and fatigue cyclic loading was then applied at the midpoint and at a/d=1 to capture the response of the beams. Both the capacity and crack angle inclination to the horizontal of the beam under bond deterioration was drastically reduced when cyclic loading was applied. |
| PDFファイル名 | 043-01-2075.pdf |