Effects of approximations in analyses of beams of open thin-walled cross-section- Part I: Flexural-torsional stability

International Journal for Numerical Methods in Engineering

Volumn 51, Issue 7, 2001, Pages 757-772

  Pi, Y L ^a   Bradford, M A ^b  

^a School of Electrical Engineering UNSW   (Australia)

^b UNIVERSITY OF NEW SOUTH WALES   (Australia)

Author keywords

Analysis; Approximation; Buckling; Flexural torsional; Rotation; Second order

Indexed keywords

APPROXIMATION THEORY; BUCKLING; FINITE ELEMENT METHOD; MATHEMATICAL MODELS; STIFFNESS MATRIX; STRAIN; STRUCTURAL ANALYSIS; STRUCTURAL LOADS;

FLEXURAL-TORSIONAL STABILITY; ROTATION MATRIX; THIN WALLED BEAMS;

BEAMS AND GIRDERS;

BEAM;

EID: 0035838505     PISSN: 00295981     EISSN: None     Source Type: Journal    
DOI: 10.1002/nme.155.abs     Document Type: Article

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