| 種別 | paper |
| 主題 | Effect of Drying/ Autogenous Shrinkage on Ductility/ Fracture Mode of Beam and Self-Repairing Function of Expansive Agent |
| 副題 | |
| 筆頭著者 | Toshiharu KISHI（University of Tokyo ） |
| 連名者1 | Akira HOSODA（University of Tokyo ） |
| 連名者2 | C.B.GURUNG（Saitama University） |
| 連名者3 | S.KITTIWUTTICHUSINP（Alumnus of Asian Institute of technology） |
| 連名者4 | |
| 連名者5 | |
| キーワード | failure mode, shrinkage, expansive agent, SCC, additional expansion |
| 巻 | 22 |
| 号 | 3 |
| 先頭ページ | 511 |
| 末尾ページ | 516 |
| 年度 | 2000 |
| 要旨 | The effect of curing condition on structural behaviors of beams was examined. Both in case of normal concrete and SCC beams, deformation ability was affected by drying/autogenous shrinkage and the loss of performacne was compensated by adding expansive agent. In case of SCC, due to the water supplying through bending cracks, additional expansion occurred, which made the SCC beam more ductile. |
| PDFファイル名 | 022-01-3086.pdf |