| 種別 | Paper |
| 主題 | Unified Concrete plasticity Model in Three Dimensional Analysis of Reinforced Concrete Members |
| 副題 | |
| 筆頭著者 | Supratic GUPTA（Nagoya Institute of Technology） |
| 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, 3-D analysis, unified concrete plasticity, model |
| 巻 | 19 |
| 号 | 2 |
| 先頭ページ | 561 |
| 末尾ページ | 566 |
| 年度 | 1997 |
| 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. In this paper, this model is applied for the three dimensional finite element analysis RC members and compared with the experimental results. The effect of confinement that cannot be captured in the two dimensional analysis is shown to be properly simulated in the analysis. The effect of tension stiffening effect is implemented and evaluated by comparing a case of beam under two point loading with that of a column. Finally the crack pattern obtained in the beam analysis is also studied. |
| PDFファイル名 | 019-01-2090.pdf |