| タイトル | 炭素繊維プレートと鋼との複合材の接着剤せん断耐力 その2 接着剤破壊条件 |
| その他のタイトル | Shear Bond Strength of Rehabilitated Steel Plate Bonding CFRP Plates Part 2 Failureconditions of adhesive |
| 本文（外部サイト） | http://naosite.lb.nagasaki-u.ac.jp/dspace/bitstream/10069/35089/4/45_84_2.pdf |
| 参考URL | http://hdl.handle.net/10069/35089 |
| 著者（日） | 玉井, 宏章; 陣川, 晃司; 中村, 憲一; 御厨, 健太 |
| 発行日 | 2015-01 |
| 発行機関など | 長崎大学大学院工学研究科 |
| 刊行物名 | 長崎大学大学院工学研究科研究報告 |
| 巻 | 45 |
| 号 | 84 |
| 開始ページ | 6 |
| 終了ページ | 10 |
| 刊行年月日 | 2015-01 |
| 言語 | jpn |
| 内容記述 | To enhance the usable life of existing building, a strengthening method with bonding CFRP Plates has been developed by authors. The CFRP Plates is high-strength (2100MPa) in longitudinal normal stress. The composite member of steel bonding CFRP Plates has enough bending strength when no bending moment works at the edge of CFRP Plates. The composite of steel bonding CFRP may easily peel out under tensile loading because shear bonding stress is concentrated at the edge of CFRP Plates. In this paper, Tensile Loading Tests of composite of steel bonding CFRP Plates were performed to clarify the validity of the proposed formula. |
| キーワード | Carbon Fiber Reinforced Plastic Plate; Bonding Strengthening; TensileLoading Test |
| 資料種別 | Departmental Bulletin Paper |
| 著者版フラグ | publisher |
| ISSN | 18805574 |
| URI | https://repository.exst.jaxa.jp/dspace/handle/a-is/613630 |
