| 種別 | 論文 |
| 主題 | Effects of CFRP-Sheet Layers on Pretensioned PC Beams Having Ruptured Strands Strengthened in Flexure |
| 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シート外部接着、曲げ耐力、プレストレストコンクリートはり、ストランド破断、剥離、externally bonded CFRP sheet、flexural capacity、prestressed concrete beam、strand rupture、debonding |
| 巻 | 35 |
| 号 | 2 |
| 先頭ページ | 1303 |
| 末尾ページ | 1308 |
| 年度 | 2013 |
| 要旨 | This paper describes the experimental study on strengthening of pretensioned PC beams having 50% of strands ruptured using different amount of CFRP sheets. The flexural capacity was recovered up to 91.5% of that of the undamaged PC beam. However, the flexural capacity did not increase accompanied by increasing number of layers of CFRP sheets. The strength of the bonded sheets could not be fully utilized in the composite actions because of the premature failure. Besides, the debonding of CFRP sheets in the strengthened PC beams was affected by the amount of the sheets. |
| PDFファイル名 | 035-01-2218.pdf |