| 種別 | Paper |
| 主題 | Flexural Failure Mode and Ultimate Moment of FRP Reinforced Concrete Beams after Sustained Loading |
| 副題 | |
| 筆頭著者 | Zhongming WANG（Hokkaido University） |
| 連名者1 | Osamu JOH（Hokkaido University） |
| 連名者2 | Yasuaki GOTO（Hokkaido University） |
| 連名者3 | |
| 連名者4 | |
| 連名者5 | |
| キーワード | FRP reinforcement, beam, deflection, crack, ultimate moment, flexural failure mode, sustained loading history |
| 巻 | 20 |
| 号 | 3 |
| 先頭ページ | 1291 |
| 末尾ページ | 1296 |
| 年度 | 1998 |
| 要旨 | The flexural behavior of FRP (Fiber Reinforced Plastic) reinforced concrete beams after sustained loading was investigated. Test results were compared with the non-loaded beams. No significant difference was found in flexural failure performance between two groups of beams. The tests also assured that conventional reinforcement factor could be applied to estimate the flexural failure mode of FRP reinforced beams. |
| PDFファイル名 | 020-01-3216.pdf |