Slender steel columns strengthened using high-modulus CFRP plates for buckling control

Journal of Composites for Construction

Volumn 13, Issue 1, 2009, Pages 2-12

  Shaat, Amr ^a   Fam, Amir Z ^a  

^a QUEEN S UNIVERSITY   (Canada)

Author keywords

Buckling; Fiber reinforced polymers; Plates; Slenderness ratio; Steel columns

Indexed keywords

ANALYTICAL MODELS; AXIAL STIFFNESS; CARBON FIBER-REINFORCED POLYMERS; COLUMN SPECIMENS; EXPERIMENTAL INVESTIGATIONS; FAILURE CRITERION; FIBER REINFORCED POLYMERS; FRP REINFORCEMENTS; HOLLOW STRUCTURAL SECTIONS; OVERALL BUCKLING; PLATES; SLENDERNESS RATIO; STEEL COLUMNS; ULTIMATE LOADS;

CARBON FIBERS; COLUMNS (STRUCTURAL); CONCRETE BEAMS AND GIRDERS; FAILURE ANALYSIS; FIBER REINFORCED PLASTICS; PLATES (STRUCTURAL COMPONENTS); POLYMERS; REINFORCED PLASTICS; REINFORCEMENT; SAFETY FACTOR; STEEL; STEEL CONSTRUCTION;

BUCKLING;

EID: 65649142028     PISSN: 10900268     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0268(2009)13:1(2)     Document Type: Article

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