| 種別 | 論文 |
| 主題 | Cracking and Tension-Stiffening of Chemically Prestressed Concrete under Uniaxial Tension |
| 副題 | |
| 筆頭著者 | Raktipong SAHAMITMONGKOL（東京大学） |
| 連名者1 | 薄木義貴（芝浦工業大学） |
| 連名者2 | 岸利治（東京大学） |
| 連名者3 | |
| 連名者4 | |
| 連名者5〜 | |
| キーワード | ケミカルプレストレス、ケミカルプレストレイン、ひび割れ、テンションスティフィニング、付着、ひび割れ間隔、chemical prestress (CPS)、chemical prestrain (CPN)、cracking、tension stiffening、bond、crack spacing |
| 巻 | 26 |
| 号 | 1 |
| 先頭ページ | 237 |
| 末尾ページ | 242 |
| 年度 | 2004 |
| 要旨 | The behaviors of CPC under uniaxial tension were compared with those of RC. A special specimen profile was designed to avoid the effect from end parts. The tension stiffening of both RC and CPC compared with the current tension stiffening model. The crack pattern was observed after loading. The results show that the CPC has superior tension stiffening and the conventional model for RC underestimates the value. Moreover, cracking can be retarded in CPC so that the number of cracks in CPC is less than in RC at the same load. These properties of CPC should be related to bond of CPC. |
| PDFファイル名 | 026-01-1030.pdf |