Effect of steel and synthetic fibers on flexural behavior of high-strength concrete beams reinforced with FRP bars

Composites Part B: Engineering

Volumn 43, Issue 3, 2012, Pages 1077-1086

  Yang, Jun Mo ^a   Min, Kyung Hwan ^a   Shin, Hyun Oh ^a   Yoon, Young Soo ^a  

^a Korea University   (South Korea)

Author keywords

A. Fiber; B. Strength; Fiber reinforced polymer (FRP) bar

Indexed keywords

B. STRENGTH; BAR-REINFORCED CONCRETE; CARBON FRP; CRACK WIDTH; CRACKING RESPONSE; FIBER REINFORCED POLYMERS; FIBER-REINFORCED POLYMER (FRP) BAR; FLEXURAL BEHAVIOR; FLEXURAL MOMENTS; FLEXURAL REINFORCEMENT; FRP BAR; HIGH-STRENGTH CONCRETE BEAMS; ULTIMATE FLEXURAL STRENGTH;

BARS (METAL); DUCTILITY; FIBER REINFORCED PLASTICS; HIGH PERFORMANCE CONCRETE; REINFORCEMENT; SYNTHETIC FIBERS;

CONCRETE BEAMS AND GIRDERS;

EID: 84862798171     PISSN: 13598368     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.compositesb.2012.01.044     Document Type: Article

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