Slender thin-walled box columns subjected to compression and bending

Journal of Civil Engineering and Management

Volumn 16, Issue 2, 2010, Pages 179-188

  Pavlovčič, Luka ^a   Froschmeier, Bernadette ^b   Kuhlmann, Ulrike ^b   Beg, Darko ^a  

^a UNIVERSITY OF LJUBLJANA   (Slovenia)

^b UNIVERSITY OF STUTTGART   (Germany)

Author keywords

Box profiles; Buckling; Cold formed sections; FEA; Initial imperfections; Numerical simulations; Residual stresses; Slender columns; Stability; Tests

Indexed keywords

COLD-FORMED SECTIONS; FEA; INITIAL IMPERFECTION; NUMERICAL SIMULATION; SLENDER COLUMNS; STABILITY TESTS;

BUCKLING; COMPUTER SIMULATION; CONVERGENCE OF NUMERICAL METHODS; RESIDUAL STRESSES; TESTING; THIN WALLED STRUCTURES;

MATHEMATICAL MODELS;

EID: 77953755643     PISSN: 13923730     EISSN: 18223605     Source Type: Journal    
DOI: 10.3846/jcem.2010.19     Document Type: Article

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