| 種別 | 論文 |
| 主題 | INFLUENCE OF PRSTRESS LEVEL ON SHEAR BEHAVIOR OF SEGMENTAL CONCRETE BEAMS WITH EXTERNAL TENDONS |
| 副題 | |
| 筆頭著者 | Dinh Hung NGUYEN（Tokyo Institute of Technology） |
| 連名者1 | 渡辺健（東京工業大学） |
| 連名者2 | 二羽淳一郎（東京工業大学） |
| 連名者3 | 長谷川剛（ドーピー建設工業） |
| 連名者4 | |
| 連名者5〜 | |
| キーワード | セグメントはり、外ケーブル、プレストレス力、せん断耐荷機構、segmental concrete beam、external tendon、prestress level、shear mechanism |
| 巻 | 31 |
| 号 | 2 |
| 先頭ページ | 535 |
| 末尾ページ | 540 |
| 年度 | 2009 |
| 要旨 | This paper presents the results of experimental procedure and nonlinear finite element analysis on the segmental concrete beams with external tendons. Three segmental concrete beams prestressed with external tendons were tested to investigate the shear failure mechanism with the effect of the prestress level. One monolithic beam with external tendons was also introduced as a control. The results of this study indicate that the prestress level influences the shear failure mechanism and the shear transfer at the segmental joint of the segmental concrete beams with external tendons. |
| PDFファイル名 | 031-01-2090.pdf |