| 種別 | 論文 |
| 主題 | UTILIZING EXPANSIVE ADDITIVE TO REDUCE THERMAL CRACKING RISK OF RC SLAB ON SINGLE SPAN PC COMPOSITE GIRDER BRIDGE |
| 副題 | |
| 筆頭著者 | Arifa Iffat ZERIN（Yokohama National University） |
| 連名者1 | 細田暁（横浜国立大学） |
| 連名者2 | 小松怜史（横浜国立大学） |
| 連名者3 | 永田伸幸（IHI インフラ建設） |
| 連名者4 | |
| 連名者5 | |
| キーワード | Coefficient of Thermal Expansion、Expansive Additive、PC Composite Girder Bridge、PCコンポ桁橋、熱膨張係数、膨張材 |
| 巻 | 41 |
| 号 | 1 |
| 先頭ページ | 707 |
| 末尾ページ | 712 |
| 年度 | 2019 |
| 要旨 | The highly durable concrete with blast furnace slag cement and expansive additive were utilized in the RC slab construction of Hikohei PC composite girder bridge. In the present research, FEM full scale structural model of Hikohei PC composite girder bridge has been successfully verified regarding early age thermal stress simulation. Simulated thermal stresses and consequent parametric studies have confirmed that thermal cracking risk is insignificant in PC composite girder RC slab with expansive additive when appropriate construction procedures are ensured avoiding extreme ambient conditions. |
| PDFファイル名 | 041-01-1113.pdf |