| 種別 | Paper |
| 主題 | Prediction of Stress-Strain Curve for Confined Concrete Based on Transverse Steel-Concrete Interaction |
| 副題 | |
| 筆頭著者 | Minehiro NISHIYAMA（Kyoto University） |
| 連名者1 | Benny Beni ASSA（Sam Ratulangi University） |
| 連名者2 | Fumio WATANABE（Kyoto University） |
| 連名者3 | Naoki TAKAMORI（Kyoto University） |
| 連名者4 | |
| 連名者5 | |
| キーワード | confined concrete, transverse reinforcement, stress - strain curve, lateral stress, lateral strain |
| 巻 | 19 |
| 号 | 2 |
| 先頭ページ | 543 |
| 末尾ページ | 548 |
| 年度 | 1997 |
| 要旨 | Constitutive relations for concrete under axial and lateral compressive stresses are derived based on experimental results of axial loading tests on confined and unconfined concrete cylinders. An analytical confinement model is applied to cross sections with various types of transverse reinforcement configuration. Stress and strain at peak load are evaluated by the constitutive relations obtained and lateral stress calculated. A procedure which can predict a whole stress-strain curve of confined concrete based on transverse reinforcement and concrete interaction is proposed. The theoretically obtained results are compared with experimental ones. |
| PDFファイル名 | 019-01-2087.pdf |