| 種別 | paper |
| 主題 | Shear Tests on Reinforced Lightweight Aggregate Concrete Beams without Web Reinforcement |
| 副題 | |
| 筆頭著者 | Worapatt RITTHICHAUY（Gumma University） |
| 連名者1 | Takafumi SUGIYAMA（Gumma University） |
| 連名者2 | Tomokazu OKAMOTO（Gumma University） |
| 連名者3 | Yukikazu TSUJI（Gumma University） |
| 連名者4 | |
| 連名者5 | |
| キーワード | reinforced concrete beam, lightweight aggregate, shear strength of beam, diagonal cracking load, shear failure mode |
| 巻 | 23 |
| 号 | 3 |
| 先頭ページ | 937 |
| 末尾ページ | 942 |
| 年度 | 2001 |
| 要旨 | The results of comparative shear tests are reported on reinforced concrete beams without web reinforcement made with lightweight aggregate of different oven dry densities ranging from 0.85 to 1.87 g/cm3. It is shown that diagonal cracking loads became lower with equal shear span to depth ratio and tensile steel ratio as the density of aggregates reduced. The shear strength of these beams was calculated by Niwa's equation where a 70% reduction factor was applied constant for every lightweight aggregate concrete beam according to JSCE code. For comparison Walraven's equation was used to take into account the degree of the reduction in dry unit weight of concrete. |
| PDFファイル名 | 023-01-3157.pdf |