| 種別 | Paper |
| 主題 | Application of Unified Concrete Plasticity Model lncorporating Fracture Energy and Tension Stiffening Effect |
| 副題 | |
| 筆頭著者 | Supratic GUPTA（Nagoya Institute of Technology） |
| 連名者1 | Umehara HIDETAKA（Nagoya Institute of Technology） |
| 連名者2 | Tada-aki TANABE（Nagoya University） |
| 連名者3 | |
| 連名者4 | |
| 連名者5 | |
| キーワード | shear,fracture energy,tension stiffening effect,concrete,plasticity,3-D Analysis,Unified concrete plasticity model |
| 巻 | 20 |
| 号 | 3 |
| 先頭ページ | 103 |
| 末尾ページ | 108 |
| 年度 | 1998 |
| 要旨 | Gupta and Tanabe [2,3,4,5] had modified the Unified Concrete Plasticity Model [1] for the three dimensional analysis RC members (columns and beams) and showed that proper simulation of bending failure was possible after proper simulation of tension stiffening effect.In this paper,sparsely reinforced concrete members expected to fail in shear mode are analyzed to check the effect of implementation of fracture energy and tension stiffening effect.Plain concrete member and RC member with only bottom reinforcement of different sizes are analyzed. |
| PDFファイル名 | 020-01-3018.pdf |