| 種別 | 論文 |
| 主題 | FLEXURAL BEHAVIOR OF GFRP AND ULTRA-HIGH STRENGTH CONCRETE COMPOSITE GIRDERS SUBJECTED TO ELEVATED TEMPERATURE |
| 副題 | |
| 筆頭著者 | Isuru WIJAYAWARDANE（Saitama University, Civil & Environmental Engineering） |
| 連名者1 | 睦好宏史（埼玉大学Civil & Environmental Engineering） |
| 連名者2 | 遠藤爵（埼玉大学Civil & Environmental Engineering） |
| 連名者3 | Kuniaki MORIYA（Saitama University, Civil & Environmental Engineering） |
| 連名者4 | |
| 連名者5 | |
| キーワード | GFRP、ultra-high strength fiber reinforced concrete、composite beam、glass transition |
| 巻 | 37 |
| 号 | 1 |
| 先頭ページ | 1927 |
| 末尾ページ | 1932 |
| 年度 | 2015 |
| 要旨 | Flexural behavior of glass fiber reinforced polymer (GFRP) I-beam, GFRP and ultra-high strength fiber reinforced concrete (UFC) composite girders subjected to elevated temperature are described here. UFC slab was connected to the I-beam using FRP bolts and epoxy resin. Tests were carried out to investigate the mechanical properties of materials subjected to high temperature. Four point bending tests were carried out and the experiment results revealed the glass transition temperature of the shear connectors determined the failure criteria of the GFRP and UFC composite beams. |
| PDFファイル名 | 037-01-1316.pdf |