Prediction of intermediate crack debonding failure in FRP-strengthened reinforced concrete beams

Composite Structures

Volumn 92, Issue 2, 2010, Pages 322-329

  Ombres, Luciano ^a  

^a UNIVERSITY OF CALABRIA   (Italy)

Author keywords

Concrete; Cracks; Debonding; FRP

Indexed keywords

BOND STRESS; BOND-SLIP LAWS; CONCRETE INTERFACE; CRACK DEBONDING; DEBONDING FAILURE; FRP; FRP STRAIN; LOCAL DEFORMATION MODEL; LONGITUDINAL STEEL; MECHANICAL PARAMETERS; MODEL PREDICTION; NON-LINEAR; PARAMETRIC ANALYSIS; REINFORCED CONCRETE BEAMS; STRENGTHENED BEAMS; TENSION STIFFENING EFFECTS;

BUILDING MATERIALS; COMPOSITE BEAMS AND GIRDERS; CONCRETE BEAMS AND GIRDERS; CONCRETE BUILDINGS; DEBONDING; ELASTICITY; FAILURE ANALYSIS; FIBER REINFORCED PLASTICS; FORECASTING; QUALITY ASSURANCE; REINFORCED CONCRETE; REINFORCED PLASTICS; REINFORCEMENT; STEEL; STRUCTURAL DESIGN;

CRACKS;

CONCRETE; CRACKING; DEFORMATION; FAILURE ANALYSIS; FIBER REINFORCED COMPOSITE; MATHEMATICAL MODEL; PLASTIC; PREDICTION; STRAIN; STRESS; TENSION;

EID: 70349795467     PISSN: 02638223     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.compstruct.2009.08.003     Document Type: Article

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