| 種別 | 論文 |
| 主題 | FLEXURAL STRENGTHENING EFFECT OF CFRP STRAND SHEETS AND PCM ON RC BEAMS |
| 副題 | |
| 筆頭著者 | Rifadli BAHSUAN（Kyushu University 工学府） |
| 連名者1 | 日野伸一（九州大学 Civil and Structural Engineering） |
| 連名者2 | 山口浩平（橋梁調査会 Japan Bridge Engineering Center） |
| 連名者3 | Atsuya KOMORI（Nippon Steel and Sumikin Materials, Nippon Steel and Sumikin Materials Co. Ltd） |
| 連名者4 | |
| 連名者5 | |
| キーワード | CFRP Strand Sheet、PCM、RC beam. |
| 巻 | 37 |
| 号 | 2 |
| 先頭ページ | 1171 |
| 末尾ページ | 1176 |
| 年度 | 2015 |
| 要旨 | This paper discusses the strengthening effect for RC beams with CFRP strand sheets and PCM as a bonding agent. Three kinds of RC beams?one non-retrofitted beam as a control beam and two retrofitting beams with one and two layers of CFRP strand sheet?have been tested. Both theoretical and numerical analysis model were made to confirm the results. The obtained results showed that the strengthened beams increased the maximum load capacity of RC beams. |
| PDFファイル名 | 037-01-2196.pdf |