| 種別 | 論文 |
| 主題 | FINITE ELEMENT ANALYSIS OF RC BEAM STRENGTHENED WITH PCM |
| 副題 | |
| 筆頭著者 | Mahmudul Hasan MIZAN（Hokkaido University） |
| 連名者1 | 上田多門（北海道大学） |
| 連名者2 | 高橋順（デンカ） |
| 連名者3 | |
| 連名者4 | |
| 連名者5 | |
| キーワード | Polymer cement mortar、 load carrying capacity、 failure modes、 numerical model. |
| 巻 | 41 |
| 号 | 2 |
| 先頭ページ | 1231 |
| 末尾ページ | 1236 |
| 年度 | 2019 |
| 要旨 | Polymer Cement Mortar (PCM) overlaid to the tension side surface of reinforced concrete RC structure often performs to upgrade the flexural capacity and stiffness. PCM strengthened RC structure may fail in premature debonding before yielding of rebar or upper concrete crushing. This study aims in developing a two-dimensional finite element numerical analysis in DIANA. Comparisons between analytical and experimental results confirm that this numerical approach is appropriate for estimating the load-carrying capacity and failure behavior of RC beams strengthened with PCM layer. |
| PDFファイル名 | 041-01-2206.pdf |