Effect of cross-sectional aspect ratio on the strength of CFRP-confined rectangular concrete columns

Engineering Structures

Volumn 32, Issue 1, 2010, Pages 32-45

  Wu, Yu Fei ^a   Wei, You Yi ^a  

^a CITY UNIVERSITY OF HONG KONG   (Hong Kong)

Author keywords

Aspect ratio; Concrete columns; Confinement; FRP; Strength model; Stress strain relations

Indexed keywords

CARBON FIBER-REINFORCED POLYMER; CONCRETE COLUMN; CONFINED CONCRETE COLUMNS; EXPERIMENTAL STUDIES; FRP; MODEL DEVELOPMENT; NEW MODEL; STRENGTH GAIN; STRENGTH MODELS; STRESS STRAIN RELATION; TEST RESULTS; THEORETICAL PREDICTION; TRANSVERSE DIRECTIONS; UNIAXIAL COMPRESSION TESTS;

CARBON FIBERS; COLUMNS (STRUCTURAL); COMPRESSION TESTING; CONCRETE CONSTRUCTION; FIBER REINFORCED PLASTICS; PRESSURE DROP; REINFORCED PLASTICS;

ASPECT RATIO;

ASPECT; COMPRESSION; EXPERIMENTAL STUDY; GEOMETRY; LOADING TEST; PARAMETERIZATION; POLYMER; REINFORCEMENT; STRESS-STRAIN RELATIONSHIP; THEORETICAL STUDY; UNIAXIAL STRENGTH; UNIAXIAL TEST;

EID: 70449652016     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2009.08.012     Document Type: Article

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