| 種別 | 論文 |
| 主題 | FLEXURAL PERFORMANCE AND CRACKING BEHAVIOR OF REINFORCED STRAIN-HARDENING CEMENT COMPOSITE BEAMS |
| 副題 | |
| 筆頭著者 | Seok joon JANG（Chungnam National University） |
| 連名者1 | Hyun Do YUN（Chungnam National University） |
| 連名者2 | Zhong Jie YU（Chungnam National University） |
| 連名者3 | 六郷恵哲（岐阜大学） |
| 連名者4 | |
| 連名者5〜 | |
| キーワード | strain-hardening cement-based composite (SHCC)、flexural performance、cracking behavior、ductility、strain-hardening cement-based composite (SHCC)、flexural performance、cracking behavior、ductility |
| 巻 | 34 |
| 号 | 2 |
| 先頭ページ | 1291 |
| 末尾ページ | 1296 |
| 年度 | 2012 |
| 要旨 | This paper describes the test results of concrete and strain-hardening cement composite (SHCC) beams reinforced with normal and high strength bars to evaluate the effect of bar strength and cement composites’ ductility on the flexural performance and cracking behavior of flexure-dominant beams. The test results indicate that the superior mitigation of cracking damage is observed for reinforced SHCC beams compared to those of reinforced concrete beams. Crack-damage mitigation in the SHCC beams is also effective in the case of SHCC beam reinforced with 800MPa high strength bars. |
| PDFファイル名 | 034-01-2216.pdf |