| 種別 | paper |
| 主題 | Investigation and Modification of the Characteristic of Unified Concrete Plasticity Model |
| 副題 | |
| 筆頭著者 | Supratic GUPTA （Nagoya University） |
| 連名者1 | Tada-aki TANABE（Nagoya University） |
| 連名者2 | |
| 連名者3 | |
| 連名者4 | |
| 連名者5 | |
| キーワード | plasticity, constitutive relations, Unified Concrete Plasticity Model |
| 巻 | 17 |
| 号 | 2 |
| 先頭ページ | 1305 |
| 末尾ページ | 1310 |
| 年度 | 1995 |
| 要旨 | The characteristics of the plasticity model named Unified Concrete Plasticity Model proposed by Tanabe et al. 1) are investigated by carrying out strain controlled calculations in constitutive level. Before carrying out FEM analysis, it is necessary to adjust the material parameter. The effectiveness of carrying out such strain controlled calculations for this purpose is presented. This calculation technique is used to modify the Unified Concrete Plasticity model significantly. Subsequently this model is applied to carry out FEM analysis of a unreinforced concrete cantilever structure. |
| PDFファイル名 | 017-01-2219.pdf |