| 種別 | paper |
| 主題 | Effect of Bond on Shear Behavior of RC and PC Beams: Experiments and FEM Analysis |
| 副題 | |
| 筆頭著者 | Keerthi RANASINGHE（Saitama University） |
| 連名者1 | Hiroshi MUTSUYOSHI（Saitama University） |
| 連名者2 | Muhammad ASHRAF（Saitama University） |
| 連名者3 | |
| 連名者4 | |
| 連名者5 | |
| キーワード | reinforced concrete, prestressed concrete, flexural capacity, shear capacity. bond characteristics of reinforcement, numerical analysis |
| 巻 | 23 |
| 号 | 3 |
| 先頭ページ | 1057 |
| 末尾ページ | 1062 |
| 年度 | 2001 |
| 要旨 | This paper describes the effect of bond between reinforcement and concrete on the shear behavior of reinforced and prestressed concrete beams. Seven beams with different bond conditions were tested till failure, while stress-slip relationships for these specimens were obtained from a parallel series or simple pullout tests. A numerical analysis was also conducted to simulate the beams tested. It was found that bond condition of steel bars and prestressing bars highly influences the shear strength and failure model of RC and PC beams. A reasonably good correlation was observed between the experimental and analytical results. |
| PDFファイル名 | 023-01-3177.pdf |