| 種別 | 論文 |
| 主題 | コンクリート充填鋼殻に埋め込まれた鋼管定着部の終局耐力の数値計算 |
| 副題 | |
| 筆頭著者 | Muhammad Aun BASHIR（Hokkaido University） |
| 連名者1 | Kota NAKAYAMA（Hokkaido University） |
| 連名者2 | Hitoshi FURUUCHI（Hokkaido University） |
| 連名者3 | Tamon UEDA（Hokkaido University） |
| 連名者4 | |
| 連名者5〜 | |
| キーワード | 終局耐力、コンクリート充填鋼殻、非線形解析、鋼管定着部、ultimate capacity、steel pile anchorage、concrete filled steel box connection、numerical simulation |
| 巻 | 32 |
| 号 | 2 |
| 先頭ページ | 1219 |
| 末尾ページ | 1224 |
| 年度 | 2010 |
| 要旨 | This paper presents the comparison of experimental and numerical analysis to determine ultimate capacity of steel pile anchorage in concrete filled steel box connection. In order to simulate the post peak behavior of the connection, a new equation for fracture energy of confined concrete is presented. The fracture energy equation is verified with more simple concrete filled steel tube cases and then installed in the FEM program. Based on the experimental results conclusion can be drawn that the load-deflection curve obtained from the simulation show good correlation with the experimental data. |
| PDFファイル名 | 032-01-2204.pdf |