| 種別 | 論文 |
| 主題 | Behavior of Quantitatively Damaged Epoxy Injected Concrete in Uni-axial Tension |
| 副題 | |
| 筆頭著者 | Asim RAUF（Saitama University） |
| 連名者1 | Takeshi MAKI（Saitama University） |
| 連名者2 | Ryosuke SATO（Saitama University） |
| 連名者3 | |
| 連名者4 | |
| 連名者5〜 | |
| キーワード | エポキシ注入コンクリート、Resin Injected conceret、uni-axial tension、average stress strain relationship |
| 巻 | 33 |
| 号 | 2 |
| 先頭ページ | 1441 |
| 末尾ページ | 1446 |
| 年度 | 2011 |
| 要旨 | The behavior of the epoxy injected concrete in tension has been investigated experimentally. The specimens preloaded to generate cracks of the predetermined magnitude, repaired and tested again for the response to the axial tensile loads. The crack width, effectiveness of resin, average stress-strain behavior of the repaired concrete and crack location were investigated. The injection of resin into the cracks make that part of specimen stiffer and during the re-loading of the specimens , the cracks are likely to occur elsewhere. |
| PDFファイル名 | 033-01-2241.pdf |