Art

J-GLOBAL ID：201802287703529200   Reference number：18A2065005

Design method of end anchored FRP strengthened concrete structures

端部定着FRP補強コンクリート構造物の設計法【JST・京大機械翻訳】

Author (6)： Chen Cheng (Guangdong Provincial Key Laboratory of Durability for Marine Civil Engineering, Shenzhen University, Shenzhen 518060, China) ,  Cheng Lijuan (Department of Civil and Environmental Engineering, University of California, Davis, One Shields Ave., Davis, CA 95616, USA) ,  Sui Lili (Guangdong Provincial Key Laboratory of Durability for Marine Civil Engineering, Shenzhen University, Shenzhen 518060, China) ,  Xing Feng (Guangdong Provincial Key Laboratory of Durability for Marine Civil Engineering, Shenzhen University, Shenzhen 518060, China) ,  Li Dawang (Guangdong Provincial Key Laboratory of Durability for Marine Civil Engineering, Shenzhen University, Shenzhen 518060, China) ,  Zhou Yingwu (Guangdong Provincial Key Laboratory of Durability for Marine Civil Engineering, Shenzhen University, Shenzhen 518060, China)
Material： Engineering Structures  (Eng Struct)
Volume： 176  Page： 143-158  Publication year： 2018 
JST Material Number： C0709B  ISSN： 0141-0296  Document type： Article
Article type： 原著論文  Country of issue： United Kingdom (GBR)  Language： ENGLISH (EN)

Abstract/Point： This study presents a new desi...

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Thesaurus term： modeling ,  fiber reinforced plastic ,  high strength concrete ,  rupture ,  brittle fracture ,  ductility ,  analytical model ,  criticality ,  *concrete construct ,  ultimate load ,  failure mode (mechanics) ,  *concrete structure ,  Adhesiveness ,  axial stiffness ,  *design method ,  mechanical property

Author keywords (4)： A. Polymer-matrix composites (PMCs) ,  B. Fibre/matrix bond ,  C. Analytical modeling ,  D. End anchored (EA)

JST classification (1)： Concrete structures  (RA04030A)

Terms in the title (5)： 定着 ,  FRP ,  補強 ,  コンクリート構造物 ,  設計法