| 種別 | 論文 |
| 主題 | EVALUATION ON SHEAR CAPACITY OF RC BEAMS USING U-SHAPED UFC PERMANENT FORMWORK |
| 副題 | |
| 筆頭著者 | Puvanai WIROJJANAPIROM（Tokyo Institute of Technology） |
| 連名者1 | 松本浩嗣（東京工業大学） |
| 連名者2 | 河野克哉（太平洋セメント） |
| 連名者3 | 二羽淳一郎（東京工業大学） |
| 連名者4 | |
| 連名者5〜 | |
| キーワード | 埋設型枠、せん断耐力、UFC、引張軟化性状、a/d、Permanent formwork、Shear capacity、UFC、Tension softening relationship、a/d |
| 巻 | 35 |
| 号 | 2 |
| 先頭ページ | 1513 |
| 末尾ページ | 1518 |
| 年度 | 2013 |
| 要旨 | Shear resistance mechanism of RC beams using U-shaped UFC has been examined. Experimental parameter was effect of thickness of formwork, presence of stirrup and shear span to effective depth ratio(a/d). The results showed that UFC permanent formwork enhanced the shear capacity of RC beams and the failure mode changed depending on a/d. Moreover, the shear capacity increased with increasing in thickness of formwork and presence of stirrup. Finally, the evaluation methods for shear carried by UFC permanent formwork in RC beams were investigated. |
| PDFファイル名 | 035-01-2253.pdf |