| 種別 | 論文 |
| 主題 | The effect of wide stirrup spacing on diagonal compressive capacity of high strength concrete beams |
| 副題 | |
| 筆頭著者 | Patarapol TANTIPIDOK（Tokyo Institute of Technology） |
| 連名者1 | 松本浩嗣（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 | |
| 連名者4 | |
| 連名者5〜 | |
| キーワード | 斜め圧縮耐力、高強度コンクリート、ウェブ圧縮破壊、スターラップ間隔、diagonal compressive capacity、high strength concrete、web crushing、stirrup spacing |
| 巻 | 34 |
| 号 | 2 |
| 先頭ページ | 487 |
| 末尾ページ | 492 |
| 年度 | 2012 |
| 要旨 | To promote the rational design and wider use of high strength materials, this paper investigated the effect of wide stirrup spacing on the diagonal compressive capacity of RC beams and compared the results with the prediction by the existing equations. Two 500mm depth I-beams were tested by three-point bending. As a result, diagonal stress did not concentrate in local area of the specimens even wide stirrup spacing was used because of sufficient confinement effect provided by two-legged stirrups. The predictive equation by the authors cannot be implemented beyond its applicable range. |
| PDFファイル名 | 034-01-2082.pdf |