Axial-flexural interaction in circular FRP-confined reinforced concrete columns

Construction and Building Materials

Volumn 24, Issue 9, 2010, Pages 1672-1681

  Bisby, Luke ^a   Ranger, Michael ^b  

^a UNIVERSITY OF EDINBURGH   (United Kingdom)

^b Brook Van Dalen and Associates Limited   (Canada)

Author keywords

Axial flexural interaction; Confinement; Eccentric loading; Fibre reinforced polymers; Reinforced concrete columns; Strengthening

Indexed keywords

CONCRETE CYLINDERS; CONFINED CONCRETE; DESIGN GUIDELINES; ECCENTRIC LOADING; EXTERNAL CONFINEMENT; FIBRE REINFORCED POLYMERS; INTERACTION DIAGRAM; LOAD ECCENTRICITY; RC COLUMN; REINFORCED CONCRETE COLUMN; SMALL SCALE; SYSTEMATIC TEST; TEST DATA;

ASPECT RATIO; AXIAL LOADS; CARBON FIBER REINFORCED PLASTICS; COLUMNS (STRUCTURAL); CONCRETE BUILDINGS; CONCRETE CONSTRUCTION; FIBER REINFORCED PLASTICS; LOADING; POWDER METALLURGY; PRESSURE DROP; REINFORCED CONCRETE; REINFORCED PLASTICS; STRENGTHENING (METAL); TENSILE STRENGTH;

POLYMERS;

EID: 77955229176     PISSN: 09500618     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.conbuildmat.2010.02.024     Document Type: Article

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