| 種別 | 論文 |
| 主題 | An Experimental Study on Shear Carried by Fibers of FRC Beams with Different Fiber Types and Combinations |
| 副題 | |
| 筆頭著者 | Pitcha JONGVIVATSAKUL（Tokyo Institute of Technology） |
| 連名者1 | 松本浩嗣（東京工業大学） |
| 連名者2 | 二羽淳一郎（東京工業大学） |
| 連名者3 | |
| 連名者4 | |
| 連名者5〜 | |
| キーワード | 鋼繊維、合成繊維、ハイブリッド繊維、繊維の分担せん断力、引張軟化曲線、Steel fibers、Synthetic fibers、Hybrid fibers、Shear carried by fibers、Tension softening curves |
| 巻 | 35 |
| 号 | 2 |
| 先頭ページ | 1279 |
| 末尾ページ | 1284 |
| 年度 | 2013 |
| 要旨 | This paper aims to investigate the shear carried by fibers of fiber reinforced concrete (FRC) beams with different types and combinations of fibers. Eight FRC beams with five types and three combinations of fibers were tested. The results demonstrated that the stress across the diagonal crack and the angle of diagonal crack increased with the increase in fracture energy; in contrast, the diagonal crack length became shorter. The shear carried by fibers was investigated based on tension softening curves. Good correlation between tested results and calculated results was observed. |
| PDFファイル名 | 035-01-2214.pdf |