| 種別 | 論文 |
| 主題 | L字型梁柱接合部に埋め込まれた頭付き鉄筋のコンクリート破壊能力に関する有限要素解析 |
| 副題 | |
| 筆頭著者 | JAUHARI ZEV（Toyohashi University of Technology） |
| 連名者1 | MATSUI Tomoya（Toyohashi University of Technology） |
| 連名者2 | |
| 連名者3 | |
| 連名者4 | |
| 連名者5 | |
| キーワード | finite element analysis、headed bar、concrete breakout strength、beam-column joint |
| 巻 | 47 |
| 号 | 2 |
| 先頭ページ | 373 |
| 末尾ページ | 378 |
| 年度 | 2025 |
| 要旨 | A nonlinear finite element model is developed to analyze the concrete breakout strength of the headed reinforcement bar embedded in roof exterior beam-column joints under pullout loading. The threedimensional FE models were established using FINAL software and validated against the experimental results of beam-column joint specimens found in the literature. The proposed FE models closely predicted the behavior of the beam-column joint specimens in terms of pullout load capacity, failure mechanism, crack pattern, and strain at the reinforcing bars. |
| PDFファイル名 | 047-01-2063.pdf |