| 種別 | 論文 |
| 主題 | FLEXURAL STRENGTH CALCULATION OF THE RC MEMBERS REHABILITATED WITH UHPC |
| 副題 | |
| 筆頭著者 | 白井和貴（北海道大学） |
| 連名者1 | Hor YIN（Hokkaido University） |
| 連名者2 | Wee TEO（Heriot Watt University Malaysia） |
| 連名者3 | |
| 連名者4 | |
| 連名者5 | |
| キーワード | composite member、flexural moment、reinforced concrete、repair、strengthening、ultra-high performance concrete |
| 巻 | 40 |
| 号 | 2 |
| 先頭ページ | 1237 |
| 末尾ページ | 1242 |
| 年度 | 2018 |
| 要旨 | This paper addresses the calculation of flexural moment capacities of reinforced concrete (RC) members rehabilitated with ultra-high performance concrete (UHPC) at the tensile zone. The prediction was based on a simple modification of current design codes. To compute the flexural moment resistance in the composite section, rectangular stress block diagrams for compressive and tensile zone of the normal strength concrete member and UHPC layer were assumed, respectively. Results showed that the proposed method could predict the flexural moment compared to test results. |
| PDFファイル名 | 040-01-2207.pdf |