| 種別 | 論文 |
| 主題 | Flexural behavior of pre-tensioned PC beams with ruptured strands strengthened by CFRP sheets |
| 副題 | |
| 筆頭著者 | Thi Thu Dung NGUYEN（Tokyo Institute of Technology） |
| 連名者1 | 松本浩嗣（東京工業大学） |
| 連名者2 | 岩崎麻美（富士ピー・エス） |
| 連名者3 | 二羽淳一郎（東京工業大学） |
| 連名者4 | |
| 連名者5〜 | |
| キーワード | CFRPシート外面接着、曲げ耐力、プレストレストコンクリート、ストランドの破断、externally bonded CFRP sheet、flexural capacity、prestressed concrete、strand rupture |
| 巻 | 34 |
| 号 | 2 |
| 先頭ページ | 439 |
| 末尾ページ | 444 |
| 年度 | 2012 |
| 要旨 | The study on effects of externally bonded CFRP sheets on flexural capacities of prestressed concrete beams with ruptured strands has been conducted. The experimental results revealed the effective performances of bonded CFRP sheets in improvement of the flexural capacity of prestressed concrete beams including ruptured strands. Increasing of the sheet lengths and providing U-shaped anchorages have not shown noticeable influences on the flexural capacities but enhanced the beam stiffness and delayed debonding process. |
| PDFファイル名 | 034-01-2074.pdf |