| 種別 | 論文 |
| 主題 | Investigation of Bond and Flexural Behavior of FRP Reinforced Concrete under High Temperature |
| 副題 | |
| 筆頭著者 | Thant ZIN（埼玉大学） |
| 連名者1 | 睦好宏史（埼玉大学） |
| 連名者2 | 角田敦（東レ・デュポン） |
| 連名者3 | 田邊一仁（埼玉大学） |
| 連名者4 | |
| 連名者5〜 | |
| キーワード | FRP補強コンクリート、付着強度、曲げ耐力、ガラス遷移点温度、高温、FRP reinforced concrete、bond strength、flexural strength、glass transition temperature、high temperature |
| 巻 | 26 |
| 号 | 1 |
| 先頭ページ | 357 |
| 末尾ページ | 362 |
| 年度 | 2004 |
| 要旨 | This paper presents an experimental study on the behavior of fiber reinfored concrete members exposed to high temperature. Performance of newly developed aramid fibers and carbon fibers impregnated with phenol and cross-bridged polyamonoamide resins were investigated. Thirty two pullout specimens and four fiber reinforced concrete beams were tested to investigate the effect of high temperature on flexural and bond behavior. At a high temperature of 200℃, carbon fiber reinforced beam was found to perform better as compared to the beam reinforced with aramid fiber. |
| PDFファイル名 | 026-01-1050.pdf |