| 種別 | Paper |
| 主題 | Shear Transfer of Precast Reinforced Concrete Connection under Large Dowel Displacement |
| 副題 | |
| 筆頭著者 | Shuang XIE （Kanto Gakuin University） |
| 連名者1 | Eiji KAKITANI （Kanto Gakuin University） |
| 連名者2 | Kenta SHINDO （Kanto Gakuin University） |
| 連名者3 | Akinori OHNISHI （Kanto Gakuin University） |
| 連名者4 | |
| 連名者5 | |
| キーワード | kinking effect, shear transfer capacity, connection interface, dowel reinforcement, plastic hinge |
| 巻 | 17 |
| 号 | 2 |
| 先頭ページ | 159 |
| 末尾ページ | 164 |
| 年度 | 1995 |
| 要旨 | The mechanism of shear transfer across the connection interface of precast reinforced structure was summarized on kinking effect of dowel reinforcement, produced by a couple moment in the dowel reinforcement. A theoretical expression based upon Von Mises's yield criterion was formulated to predict shear transfer capacity in large dowel displacement. And 19 specimens were applied to study this mechanism and the results were compared with the theoretical model. It was concluded that the proposed formula gave a good prediction for shear transfer capacity, and kinking effect enhanced shear capacity up to about 60%. |
| PDFファイル名 | 017-01-2026.pdf |