Deflection calculation of FRP-strengthened reinforced concrete flexural members

Australian Journal of Structural Engineering

Volumn 11, Issue 2, 2010, Pages 75-86

  Smith, S T ^a   Kim, S J ^a,b  

^a UNIVERSITY OF HONG KONG   (Hong Kong)

^b UNIVERSITY OF TECHNOLOGY SYDNEY   (Australia)

Author keywords

Beams; Deflection; Fibre reinforced polymers; Reinforced concrete; Slabs; Strengthening

Indexed keywords

BRIDGE DECKS; DEFLECTION (STRUCTURES); FIBER REINFORCED PLASTICS; POLYMERS; REINFORCED CONCRETE; REINFORCED PLASTICS; STRENGTHENING (METAL);

BEAMS; CLOSED-FORM ANALYTICAL SOLUTIONS; DEFLECTION CALCULATIONS; FIBRE REINFORCED POLYMER COMPOSITE (FRP); FIBRE REINFORCED POLYMERS; LOAD-DEFLECTION RESPONSE; MOMENT-CURVATURE RELATIONSHIP; SLABS;

TENSILE STRENGTH;

EID: 78650474663     PISSN: 13287982     EISSN: None     Source Type: Journal    
DOI: 10.1080/13287982.2010.11465057     Document Type: Article

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