| 種別 | Paper |
| 主題 | Modified Unified Concrete Plasticity Model and Its Variations |
| 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 | concrete,plasticity,constitutive relations,Unified Concrete Plasticity Model |
| 巻 | 18 |
| 号 | 2 |
| 先頭ページ | 425 |
| 末尾ページ | 430 |
| 年度 | 1996 |
| 要旨 | The Characteristics of the plasticity model named the Unified Concrete Plasticity Model, proposed by Tanabe. et. al. was modified by Gupta and Tanabe because various problems were detected in the model. Though the original model was tested for various loading conditions, like Kupfer's biaxial some interesting possible variations. In this paper, these possible variations are tested, analyzed and compared with Kupfer's experimental results. |
| PDFファイル名 | 018-01-2070.pdf |