Experimental study on buckling resistance technique of steel members strengthened using FRP

International Journal of Structural Stability and Dynamics

Volumn 12, Issue 1, 2012, Pages 153-178

  Feng, Peng ^a   Bekey, Sawulet ^b   Zhang, Yan Hua ^a   Ye, Lie Ping ^a   Bai, Yu ^c  

^a TSINGHUA UNIVERSITY   (China)

^b XINJIANG UNIVERSITY   (China)

^c MONASH UNIVERSITY   (Australia)

Author keywords

buckling resistance strengthening; failure modes; fiber reinforced polymer; FRP; transmission tower; ultimate bearing capacity

Indexed keywords

BUCKLING RESISTANCE; COMPOSITE MEMBERS; COMPRESSIVE BEHAVIOR; COMPRESSIVE LOADING; DEFORMATION CAPACITY; DESIGN PARAMETERS; DUCTILE BEHAVIOR; END CONNECTIONS; EXPERIMENTAL STUDIES; FIBER REINFORCED POLYMERS; FRP; FRP STRENGTHENING; LOAD-BEARING CAPACITY; OVERALL BUCKLING; SLENDERNESS RATIOS; STEEL MEMBERS; STRENGTHENING EFFECT; STRENGTHENING TECHNIQUE; TRANSMISSION TOWER; ULTIMATE BEARING CAPACITY; ULTIMATE LOADING CAPACITY;

BEARING CAPACITY; COLUMNS (STRUCTURAL); CONCEPTUAL DESIGN; ELECTRIC POWER TRANSMISSION; FAILURE MODES; FIBER REINFORCED PLASTICS; FILLED POLYMERS; LOADING; STRENGTHENING (METAL);

BUCKLING;

EID: 84863123604     PISSN: 02194554     EISSN: None     Source Type: Journal    
DOI: 10.1142/S0219455412004604     Document Type: Conference Paper

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