| 種別 | Paper |
| 主題 | Shear Resistant Behavior of Beam with High Strength Concrete under Monotonic Loading |
| 副題 | |
| 筆頭著者 | Agussalim（Toyohashi University of Technology） |
| 連名者1 | Tetsuzo KAKU（Toyohashi University of Technology） |
| 連名者2 | Kazunari MATSUNO （Kure Technical College） |
| 連名者3 | Hirokazu MATSUI （Toyohashi University） |
| 連名者4 | |
| 連名者5 | |
| キーワード | shear strength, shear reinforcement, high strength concrete, truss and/or arch resisting mechanism, effectiveness factor for the compressive strength of concrete. |
| 巻 | 17 |
| 号 | 2 |
| 先頭ページ | 821 |
| 末尾ページ | 826 |
| 年度 | 1995 |
| 要旨 | Six reinforced concrete beams were tested in order to investigate the shear resistant behavior of high strength concrete. The experimental variables are concrete compressive strength (target strength of 1,000 kgf/cm2 and 300 kgf/cm2) and shear reinforcement ratio(Pw= 0, 0.3, 0.6, 0.8, and 1.0%). All the beam specimens were subjected to monotonically loaded to failure to get more fundamental data of shear strength. Test results showed that the experimental shear strength was close to the calculated one by AIJ Structural Design Guidelines 1) and the shift stress of longitudinal bars due to truss action was observed along the clear span except the compression zone. |
| PDFファイル名 | 017-01-2137.pdf |