Semi-analytical buckling strength analysis of plates with arbitrary stiffener arrangements

Journal of Constructional Steel Research

Volumn 63, Issue 4, 2007, Pages 532-543

  Brubak, L ^a   Hellesland, J ^a   Steen, E ^b  

^a UNIVERSITY OF OSLO   (Norway)

^b DNV GL   (Norway)

Author keywords

Arbitrary stiffener orientations; Buckling strength; Elastic buckling load; Rayleigh Ritz method; Semi analytical method; Stiffened plates

Indexed keywords

BUCKLING; COMPUTATIONAL COMPLEXITY; COMPUTATIONAL METHODS; FINITE ELEMENT METHOD; MATHEMATICAL MODELS; STIFFNESS;

ARBITRARY STIFFENER ORIENTATIONS; BUCKLING STRENGTH; ELASTIC BUCKLING LOAD; RAYLEIGH-RITZ METHOD; SEMI-ANALYTICAL METHOD; STIFFENED PLATES;

PLATES (STRUCTURAL COMPONENTS);

EID: 34547395262     PISSN: 0143974X     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.jcsr.2006.06.002     Document Type: Article

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