Art

J-GLOBAL ID：202002235006435888   Reference number：20A2685034

Basic Bond Characteristics of FRP Strand Sheet-Concrete Interface with Polyurea Resin

ポリウレア樹脂を用いたFRPストランドシート-コンクリート界面の基礎的な付着特性

Author (6)： Ozaki Mitsuhiko (Department of Civil and Environmental Engineering, Waseda University, 3-4-1, Okubo, Shinjuku-ku, Tokyo 169-0072, Japan.) ,  Kobayashi Akira (Nippon Steel Chemical & Material Co., Ltd., 13-1, Nihonbashi 1-chome, Chuo-ku, Tokyo 103-0027, Japan.) ,  Sato Yasuhiko (Department of Civil and Environmental Engineering, Waseda University, 3-4-1, Okubo, Shinjuku-ku, Tokyo 169-0072, Japan.) ,  Arazoe Masaki (Civil Engineering Group, Infrastructural Use Department, Composite Division, Nippon Steel Chemical & Material Co., Ltd., Tokyo 103-0027, Japan.) ,  Tateishi Akihiro (Administration & Planning Group, Composite Development Department, Composite Division, Nippon Steel Chemical & Material Co., Ltd., Tokyo 103-0027, Japan.) ,  Komori Atsuya (Reinforcing Materials Sales Group, Infrastructural Use Department, Composite Division, Nippon Steel Chemical & Material Co., Ltd., Tokyo 103-0027, Japan.)
Material： Journal of Advanced Concrete Technology (Web)  (J Adv Concr Technol (Web))
Volume： 18  Issue： 9  Page： 505-520(J-STAGE)  Publication year： 2020 
JST Material Number： U0424A  ISSN： 1347-3913  Document type： Article
Article type： 原著論文  Country of issue： Japan (JPN)  Language： ENGLISH (EN)

Thesaurus term： *urea resin ,  *plastic sheet ,  *concrete ,  *interface (surface) ,  *bond strength ,  buffer layer ,  numerical analysis ,  slip (mechanics) ,  construction method ,  test ,  *CFRP strand sheet ,  adherence test ,  reinforcement method
Semi thesaurus term： buffer layer

JST classification (3)： Maintenence and management of buildings  (RB01020X) ,  Concrete structures  (RA04030A) ,  Other fiber manufacturing and yarn processing  (YM03050G)

Reference (36)：

• 1) Bilotta, A., Ceroni, F., Ludovico, M. D., Nigro, E., Pecce, M. and Manfredi, G., (2011). “Bond efficiency of EBR and NSM FRP systems for strengthening concrete members.” Journal of Composites for Construction, 15(5), 757-772.
• 2) Ceroni, F. and Pecce, M., (2010). “Evaluation of bond strength in concrete elements externally reinforced with CFRP sheets and anchoring devices.” ASCE Journal of Composites for Construction, 14(5), 521-530.
• 3) Chen, C., Cheng, L., Sui, L., Xing, F., Li, D. and Zhou, Y., (2018). “Design method of end anchored FRP strengthened concrete structures.” Engineering Structures, 176, 143-158.
• 4) Chen, F. J. and Teng, G. J., (2001). “Anchorage strength models for FRP and steel plates bonded to concrete.” Journal of Structural Engineering, ASCE, 127(7), 784-791.
• 5) Dai, J., Ueda, T. and Sato, Y., (2005). “Development of the nonlinear bond stress-slip model of fiber reinforced plastics sheet-concrete interfaces with a simple method.” Journal of Composites for Construction, ASCE.” 9(1), 52-62.

Terms in the title (6)： ポリウレア樹脂 ,  FRP ,  ストランド ,  コンクリート ,  界面 ,  基礎