Buckling of stiffened steel plates - A parametric study

Journal of Constructional Steel Research

Volumn 50, Issue 2, 1999, Pages 151-175

  Grondin, G Y ^a   Elwi, A E ^a   Cheng, J J R ^a  

^a UNIVERSITY OF ALBERTA   (Canada)

Author keywords

Buckling; Effective width; Finite element; Initial imperfections; Residual stresses; Steel plate; Tee stiffener; Tripping

Indexed keywords

ASPECT RATIO; BENDING (DEFORMATION); BUCKLING; FAILURE ANALYSIS; FINITE ELEMENT METHOD; MATHEMATICAL MODELS; PLATES (STRUCTURAL COMPONENTS); RESIDUAL STRESSES; STRESS ANALYSIS; STRUCTURAL PANELS;

STEEL PLATES; TEE-SHAPE STIFFENERS;

STEEL STRUCTURES;

BUCKLING;

EID: 0033136846     PISSN: 0143974X     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0143-974X(98)00242-9     Document Type: Article

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