| 種別 | 論文 |
| 主題 | 3D Reinforced Concrete Analysis Based on Lattice Equivalent Continuum Model in Kinematic Constraint |
| 副題 | |
| 筆頭著者 | Syed Ishtiaq Ahmad（名古屋大学） |
| 連名者1 | 田辺忠顕（名古屋大学） |
| 連名者2 | |
| 連名者3 | |
| 連名者4 | |
| 連名者5〜 | |
| キーワード | 鉄筋コンクリート、格子、構成則、3次元モデル、reinforced concrete、lattices、constitutive equation、Three-dimensional model |
| 巻 | 24 |
| 号 | 2 |
| 先頭ページ | 127 |
| 末尾ページ | 132 |
| 年度 | 2002 |
| 要旨 | In this paper, robust and engineering oriented three dimensional reinforced concrete constitutive laws are formulated from the concept of equivalent continuum of lattice system in known strain field i.e. kinematic constraint. Shear lattice is introduced in the system for transfer of interlocking shear stresses between the contact surfaces of adjacent concrete lattices. A beam-column-slab assembly is then investigated applying the developed model. The calculation results show good agreement with the experiment. |
| PDFファイル名 | 024-01-2022.pdf |