Behaviour of square concrete column confined with GFRP composite WARP

Journal of Civil Engineering and Management

Volumn 14, Issue 2, 2008, Pages 115-120

  Benzaid, Riad ^a,b   Chikh, Nasr Eddine ^b   Mesbah, Habib ^c  

^a UNIVERSITY OF JIJEL   (Algeria)

^b Universite Mentouri Constantine   (Algeria)

^c INSA DE RENNES   (France)

Author keywords

Compressive strength; Concrete column; Confinement; Glass fibre; Square section; Ultimate strain

Indexed keywords

CONCRETE BEAMS AND GIRDERS; CONCRETE CONSTRUCTION; FIBER REINFORCED PLASTICS; GLASS FIBERS; KETONES; REINFORCED PLASTICS; STRAIN; STRAIN RATE;

COMPOSITE LAYERING; CONCRETE COLUMNS; CONFINED CONCRETE; CORNER RADIUS; EXPERIMENTAL RESULTS; FIBRE REINFORCED POLYMER (FRP); LOAD CARRYING CAPACITY (LCC); SQUARE SHAPE;

COLUMNS (STRUCTURAL);

EID: 45749148557     PISSN: 13923730     EISSN: None     Source Type: Journal    
DOI: 10.3846/1392-3730.2008.14.6     Document Type: Article

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