| 種別 | 論文 |
| 主題 | INFLUENCE OF DRAPED EXTERNAL TENDONS ON SHEAR BEHAVIOR OF SEGMENTAL PRESTRESSED CONCRETE BEAMS |
| 副題 | |
| 筆頭著者 | Dinh Hung NGUYEN（Tokyo Institute of Technology） |
| 連名者1 | 松本浩嗣（東京工業大学） |
| 連名者2 | 長谷川剛（ドーピー建設工業） |
| 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 | セグメント型コンクリートはリ、曲げ上げた外ケーブル、斜角、せん断耐荷機構、segmental concrete beam、draped external tendon、inclined angle、shear mechanism |
| 巻 | 33 |
| 号 | 2 |
| 先頭ページ | 559 |
| 末尾ページ | 564 |
| 年度 | 2011 |
| 要旨 | This paper presents the results of experimental and nonlinear finite element analysis on the segmental concrete beams with draped external tendons. The shear failure mechanism was investigated considering the effect of deviator position and inclined angle of draped tendon. The results showed that the deviator position and inclined angle of draped tendon affect deviator force and transfer force from anchorage. Shear carrying capacity of segmental concrete beams with draped external tendons was higher than that of segmental beams with straight tendons. |
| PDFファイル名 | 033-01-2094.pdf |