On the use of the EC3 and AISI specifications to estimate the ultimate load of CFRP-strengthened cold-formed steel lipped channel columns

Thin-Walled Structures

Volumn 47, Issue 10, 2009, Pages 1102-1111

  Silvestre, Nuno ^a   Camotim, Dinar ^a   Young, Ben ^b  

^a INSTITUTO SUPERIOR TÉCNICO   (Portugal)

^b UNIVERSITY OF HONG KONG   (Hong Kong)

Author keywords

CFRP strengthening; Cold formed steel columns; Design approach; Distortional buckling; Flexural torsional buckling; Local buckling; Ultimate strength

Indexed keywords

CFRP-STRENGTHENING; COLD-FORMED STEEL COLUMNS; DESIGN APPROACH; DISTORTIONAL BUCKLING; FLEXURAL-TORSIONAL BUCKLING; LOCAL BUCKLING; ULTIMATE STRENGTH;

COLUMNS (STRUCTURAL); DESIGN; ELECTRIC LOAD MANAGEMENT; SAFETY FACTOR; SPECIFICATIONS; STEEL; STEEL CONSTRUCTION; STEEL STRUCTURES; STRENGTHENING (METAL); STUDS (STRUCTURAL MEMBERS);

BUCKLING;

EID: 67651154325     PISSN: 02638231     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.tws.2008.10.013     Document Type: Article

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