Experimental study and code predictions of fibre reinforced polymer reinforced concrete (FRP RC) tensile members

Composite Structures

Volumn 93, Issue 10, 2011, Pages 2511-2520

  Baena, M ^a   Turon, A ^a   Torres, Ll ^a   Mias C ^a  

^a UNIVERSITY OF GIRONA   (Spain)

Author keywords

Bond; Fibre reinforced polymer bars; Reinforced concrete; Tensile behaviour; Tension stiffening

Indexed keywords

BONDING; BRIDGE DECKS; COLUMNS (STRUCTURAL); COMPOSITE STRUCTURES; CONCRETE BEAMS AND GIRDERS; CONCRETES; CRACKS; DEFORMATION; FIBER REINFORCED PLASTICS; FORECASTING; POLYMERS; REINFORCED PLASTICS; STANDARDS; TENSILE STRENGTH;

FIBRE REINFORCED POLYMER BARS; FIBRE REINFORCED POLYMERS; GLASS FIBRE REINFORCED POLYMER (GFRP) BARS; LOAD-DEFORMATION RESPONSE; SERVICEABILITY DESIGNS; STEEL REINFORCED CONCRETE; TENSILE BEHAVIOUR; TENSION STIFFENING;

REINFORCED CONCRETE;

EID: 80052306424     PISSN: 02638223     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.compstruct.2011.04.012     Document Type: Article

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