| 種別 | 論文 |
| 主題 | Tensile Stress-Crack Width Model for Plain Concrete Damaged by Freezing and Thawing Action |
| 副題 | |
| 筆頭著者 | Muttaqin Hasan（北海道大学） |
| 連名者1 | 長井宏平（北海道大学） |
| 連名者2 | 佐藤靖彦（北海道大学） |
| 連名者3 | 上田多門（北海道大学） |
| 連名者4 | |
| 連名者5〜 | |
| キーワード | 凍結融解作用、引張応力、ひび割れ幅、Freezing and thawing action、tensile stress、crack width |
| 巻 | 24 |
| 号 | 2 |
| 先頭ページ | 109 |
| 末尾ページ | 114 |
| 年度 | 2002 |
| 要旨 | Stress analysis of RC structures that have been affected by freezing and thawing requires development of constitutive models that are sensitive to the effect of damage by freezing and thawing. In this paper, the stress-crack width model for concrete damaged by freezing and thawing is presented. Concrete damaged by freezing and thawing can also carry tensile stress after the peak stress. |
| PDFファイル名 | 024-01-2019.pdf |