| 種別 | 論文 |
| 主題 | Bonding characteristics of CPC and RC under uniaxial tension |
| 副題 | |
| 筆頭著者 | Raktipong SAHAMITMONGKOL（東京大学） |
| 連名者1 | 岸利治（東京大学） |
| 連名者2 | |
| 連名者3 | |
| 連名者4 | |
| 連名者5〜 | |
| キーワード | ケミカルプレストレスト、ケミカルプレストレイン、膨張材、付着、すべり、ひずみ分布、引張り、chemical prestress、chemical prestrain、expansive agent、bond、slip、strain distribution、tension |
| 巻 | 27 |
| 号 | 1 |
| 先頭ページ | 241 |
| 末尾ページ | 246 |
| 年度 | 2005 |
| 要旨 | Bond of RC and CPC under tension were tested. Effects of cross section’s size and amount of expansive agent were also investigated. The strain distribution of rebar was measured from strain gages attached with 20mm interval. Local bond, slip and average bond stress were then calculated. The results show that bond of CPC near loading end is higher than RC, although the average bond is almost same. The effects of cross section and of coarse aggregate are significant. The results partly explain the higher tension stiffening effect and smaller crack width of CPC. |
| PDFファイル名 | 027-01-1034.pdf |