| 種別 | 論文 |
| 主題 | はり型試験体における圧縮ストラット作用力を受けるL形鋼シアコネクタの挙動 |
| 副題 | |
| 筆頭著者 | Soty ROS（Kochi University of Technology） |
| 連名者1 | 島弘（高知工科大学） |
| 連名者2 | |
| 連名者3 | |
| 連名者4 | |
| 連名者5〜 | |
| キーワード | L形鋼シアコネクタ、割裂ひび割れ、最大せん断力、すべり、水平変位、L-shape shear connector、Splitting crack、maximum shear force、slip、relative displacement |
| 巻 | 32 |
| 号 | 2 |
| 先頭ページ | 1195 |
| 末尾ページ | 1200 |
| 年度 | 2010 |
| 要旨 | This study investigates the behaviors of L-shape shear connector subjected to strut compressive force in steel-concrete composite structure. It was found that splitting crack in the concrete in front of the shear connector controlled the maximum shear force on the shear connector. After crack occurred in the concrete starting from the head of the shear connector, the shear connector started to have large displacements until occurrence of splitting crack. Moreover, occurrence of splitting crack was found to reverse the direction of the slip between concrete and steel plate. |
| PDFファイル名 | 032-01-2200.pdf |