Non-linear analysis to predict the momentcurvature response of CFRP-strengthened steel CHS tubular beams

Thin-Walled Structures

Volumn 49, Issue 8, 2011, Pages 997-1006

  Haedir, Jimmy ^a   Zhao, Xiao Ling ^a   Grzebieta, Raphael H ^b   Bambach, Michael R ^b  

^a MONASH UNIVERSITY   (Australia)

^b UNIVERSITY OF NEW SOUTH WALES   (Australia)

Author keywords

Bending; CFRP; Material non linearity; Steel tubular beam; Strengthening

Indexed keywords

BENDING; CARBON FRP; CFRP; CROSS SECTIONAL ANALYSIS; EXPERIMENTAL DATA; EXTERNAL BONDING; FIBRE REINFORCED POLYMERS; HOLLOW STEEL; MATERIAL NON-LINEARITY; MOMENT-CURVATURE; NONLINEAR BEHAVIOURS; NUMERICAL RESULTS; STRENGTHENING; STRENGTHENING EFFECT;

FIBERS; STRENGTHENING (METAL);

TENSILE STRENGTH;

EID: 79955750457     PISSN: 02638231     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.tws.2011.03.004     Document Type: Article

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