| 種別 | Paper |
| 主題 | Size Effect Analysis for Shear Stregth of Reinforced Concrete Beams |
| 副題 | |
| 筆頭著者 | Xuehui AN（The University of Tokyo） |
| 連名者1 | Koichi MAEKAWA （The University of Tokyo） |
| 連名者2 | |
| 連名者3 | |
| 連名者4 | |
| 連名者5 | |
| キーワード | Size effect,Shear Failure,RC beam |
| 巻 | 18 |
| 号 | 2 |
| 先頭ページ | 635 |
| 末尾ページ | 640 |
| 年度 | 1996 |
| 要旨 | This paper deals with simulating the shear strength size effect in large scale reinforced concrete beams by a nonlinear FEM program WCOMR. In order to predict the shear behavior of RC beam with small reinforcement ratio, a cracked concrete model for plain concrete which is in the RC structure but away from the reinforcement effecting volume was proposed. The experimental results on shear strength size effect for reinforced concrete beams (depth varied from 10cm to 300cm) were used for verification. The comparison of analytical and experimental results has shown that the analysis using the proposed models can predict the shear behavior of RC beams of different size. |
| PDFファイル名 | 018-01-2105.pdf |