Design approach for calculating deflection of FRP-reinforced concrete

Journal of Composites for Construction

Volumn 15, Issue 4, 2011, Pages 490-499

  Bischoff, Peter H ^a   Gross, Shawn P ^b  

^a UNIVERSITY OF NEW BRUNSWICK   (Canada)

^b Villanova University   (United States)

Author keywords

Concrete; Cracking; Deflection; Design; Fiber reinforced polymer; Fiber reinforced polymers; Reinforced; Reinforced concrete

Indexed keywords

BASIC CONCEPTS; CONCRETE CRACKS; CONCRETE REINFORCED; CORRECTION FACTORS; CRACKING MOMENT; CRITICAL SECTIONS; DEFLECTION TEST; DESIGN APPROACHES; FIBER REINFORCED POLYMER; FIBER REINFORCED POLYMERS; MOMENT OF INERTIA; NONLINEAR BEHAVIOR; REINFORCED; TENSION STIFFENING;

BEAMS AND GIRDERS; CONCRETE BUILDINGS; CRACK INITIATION; DESIGN; FIBER REINFORCED PLASTICS; POLYMERS; REINFORCED CONCRETE; REINFORCED PLASTICS; STIFFNESS;

DEFLECTION (STRUCTURES);

EID: 80051615368     PISSN: 10900268     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)CC.1943-5614.0000195     Document Type: Article

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