| 種別 | 論文 |
| 主題 | ACTIVATED NETWORK SELF-HEALING OF REINFORCED CONCRETE BEAMS WITH SUPER-ELASTIC ALLOY BARS |
| 副題 | |
| 筆頭著者 | Kshitij Charana SHRESTHA（Kyoto University） |
| 連名者1 | 三浦裕騎（日本大学） |
| 連名者2 | Sanjay PAREEK（Nihon University） |
| 連名者3 | 荒木慶一（京都大学） |
| 連名者4 | |
| 連名者5〜 | |
| キーワード | self-repair concrete、Cu-Al-Mn superelastic alloy bars、epoxy network、smart structures、three-point cyclic loading、self-repair concrete、Cu-Al-Mn superelastic alloy bars、epoxy network、smart structures、three-point cyclic loading |
| 巻 | 35 |
| 号 | 1 |
| 先頭ページ | 1399 |
| 末尾ページ | 1404 |
| 年度 | 2013 |
| 要旨 | Experimental works are reported to assess the response of reinforced concrete (RC) beams under repeated loading, with different reinforcing bars. A three-point loading was done with increasing loading magnitudes and comparisons are made on crack recovery capabilities and feasibility of activated network healing, of three different types of reinforced concrete beams; first with the steel deformed bars, secondly with steel threaded bars and finally with superelastic alloy (SEA) threaded bars. Strong crack recovery and effective self-repair was achieved for the SEA-RC beam specimens. |
| PDFファイル名 | 035-01-1229.pdf |