| 種別 | Paper |
| 主題 | Ultimate Strength of Steel Shaving Fiber Reinforced Concrete |
| 副題 | |
| 筆頭著者 | Abdullah KEYVANI SOMEH（Hokkaido university） |
| 連名者1 | Noboru SAEKI （Hokkaido university） |
| 連名者2 | |
| 連名者3 | |
| 連名者4 | |
| 連名者5 | |
| キーワード | steel shaving fiber, third-point loading, center-point loading, failure, plain concrete, aspect ratio |
| 巻 | 17 |
| 号 | 1 |
| 先頭ページ | 433 |
| 末尾ページ | 438 |
| 年度 | 1995 |
| 要旨 | In assembly halls and metal forming workshops, steel and iron shavings which are resulted from turnery have shape and other properties of machined steel fibers which is industrially produced. So as a new idea this steel shaving after cutting in desired length were used in concrete. Results of flexural experiments in comparing methods showed desirable improvement in concrete flexural strength behavior. Experimental variables were steel shaving content in concrete volume, loading mode, size and span of specimens. By considering of such variables the ultimate strength of flexural members could be predicted by establishing a general relation. |
| PDFファイル名 | 017-01-1074.pdf |