| 種別 | 論文 |
| 主題 | Assessment of strengthening effect on RC beams with UHP-SHCC |
| 副題 | |
| 筆頭著者 | Ahmed KAMAL（Nagoya University） |
| 連名者1 | 国枝稔（名古屋大学） |
| 連名者2 | 上田尚史（名古屋大学） |
| 連名者3 | 中村光（名古屋大学） |
| 連名者4 | |
| 連名者5〜 | |
| キーワード | 超高強度ひずみ硬化型セメント系材料、補強効果、耐荷性能、変形能、UHP-SHCC、strengthening effect、load carrying capacity、deformation capacity |
| 巻 | 30 |
| 号 | 3 |
| 先頭ページ | 1483 |
| 末尾ページ | 1488 |
| 年度 | 2008 |
| 要旨 | Ultra High Performance Strain Hardening Cementitious Composites (UHP-SHCC) is a new strain hardening composite with outstanding mechanical and protective performance. In this study, UHP-SHCC was applied to RC beams as a tensile strengthening material, and the beams were tested under four-point bending setup. It was clarified that strengthening by UHP-SHCCs significantly contributed to increasing the load carrying capacity. And stress-strain relation obtained from the tensile tests can well simulate the response of the strengthened beams. |
| PDFファイル名 | 030-01-3248.pdf |