| 種別 | 論文 |
| 主題 | INFLUENCE OF SAND FINENESS ON SELF HEALING BEHAVIOR OF HPFRCC |
| 副題 | |
| 筆頭著者 | Dong-Joo KIM（Sejong University） |
| 連名者1 | Seok-Hee KANG（Sejong University） |
| 連名者2 | Tae-Ho AHN（The University of Tokyo） |
| 連名者3 | |
| 連名者4 | |
| 連名者5〜 | |
| キーワード | ひび割れ、自己治癒、砂の粒径、Fiber type、Strain hardening、HPFRCC、Crack、Self-healing、Sand fineness、Fiber type、Strain hardening、HPFRCC |
| 巻 | 33 |
| 号 | 1 |
| 先頭ページ | 275 |
| 末尾ページ | 280 |
| 年度 | 2011 |
| 要旨 | This research investigated the influence of sand fineness on tensile behavior and self healing behavior of High Performance Fiber Reinforced Cementitious Composites. Two types of sand were investigated and two types of deformed high strength steel fibers were applied to produce strain hardening behavior accompanied with multiple micro-cracks. The type of sands and fibers generated clear influence on both tensile behavior and self healing behavior of High Performance Fiber Reinforced Cementitious Composites [HPFRCC]. |
| PDFファイル名 | 033-01-1040.pdf |