| 種別 | 論文 |
| 主題 | Flexural Behavior of Externally Prestressed Concrete Beams by Considering Loading Application |
| 副題 | |
| 筆頭著者 | Chunyakom SIVALEEPUNTH（東京工業大学） |
| 連名者1 | 二羽淳一郎（東京工業大学） |
| 連名者2 | 田村聖（ドーピー建設工業） |
| 連名者3 | 濱田譲（ドーピー建設工業） |
| 連名者4 | |
| 連名者5〜 | |
| キーワード | プレストレストコンクリート、曲げ強度、ケーブルひずみ、アンボンドプレストレス、載荷位置、prestressed concrete、flexural strength、tendon strain、unbonded prestressing、loading application |
| 巻 | 27 |
| 号 | 2 |
| 先頭ページ | 553 |
| 末尾ページ | 558 |
| 年度 | 2005 |
| 要旨 | The aim of this study is to investigate the flexural behavior of externally prestressed concrete (PC) beams by varying the geometry of loading application. This paper describes the experimental investigation conducted to clarify the flexural behavior of such beams. The experimental results are also compared with the nonlinear finite element method (FEM) and the simplified methods in the current codes. It is found that the experimental results agree well with the analytical predictions, but they do not satisfy with most using simplified methods. |
| PDFファイル名 | 027-01-2093.pdf |