| 種別 | 論文 |
| 主題 | Effect of Stirrup Diameter and Configuration on Diagonal Compressive Capacity of HSC 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 | 斜めの圧縮破壊耐力、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 | 35 |
| 号 | 2 |
| 先頭ページ | 493 |
| 末尾ページ | 498 |
| 年度 | 2013 |
| 要旨 | This paper investigated the effect of stirrup diameter and configuration on the diagonal compressive capacity of HSC beams and compared the results with the prediction by the existing equations. Four 590-mm-depth I-beams were tested by three-point bending. As a result, the effect of stirrup diameter was insignificant. Even when wide stirrup spacing was used, a sufficient confinement effect was achieved by providing two-legged stirrups, and the localization of compressive stress was prevented. The existing equations should be improved in both accuracy and appropriateness. |
| PDFファイル名 | 035-01-2083.pdf |