A platform for research: civil engineering, architecture and urbanism
Flexural–torsional buckling of thin-walled composite box beams
AbstractBuckling of an axially loaded thin-walled laminated composite is studied. A general analytical model applicable to the flexural, torsional and flexural–torsional buckling of a thin-walled composite box beam subjected to axial load is developed. This model is based on the classical lamination theory, and accounts for the coupling of flexural and torsional modes for arbitrary laminate stacking sequence configuration, i.e. unsymmetric as well as symmetric, and various boundary conditions. A displacement-based one-dimensional finite element model is developed to predict critical loads and corresponding buckling modes for a thin-walled composite bar. Governing buckling equations are derived from the principle of the stationary value of total potential energy. Numerical results are obtained for axially loaded thin-walled composites addressing the effects of fiber angle, anisotropy and boundary conditions on the critical buckling loads and mode shapes of the composites.
Flexural–torsional buckling of thin-walled composite box beams
AbstractBuckling of an axially loaded thin-walled laminated composite is studied. A general analytical model applicable to the flexural, torsional and flexural–torsional buckling of a thin-walled composite box beam subjected to axial load is developed. This model is based on the classical lamination theory, and accounts for the coupling of flexural and torsional modes for arbitrary laminate stacking sequence configuration, i.e. unsymmetric as well as symmetric, and various boundary conditions. A displacement-based one-dimensional finite element model is developed to predict critical loads and corresponding buckling modes for a thin-walled composite bar. Governing buckling equations are derived from the principle of the stationary value of total potential energy. Numerical results are obtained for axially loaded thin-walled composites addressing the effects of fiber angle, anisotropy and boundary conditions on the critical buckling loads and mode shapes of the composites.
Flexural–torsional buckling of thin-walled composite box beams
Vo, Thuc Phuong (author) / Lee, Jaehong (author)
Thin-Walled Structures ; 45 ; 790-798
2007-06-06
9 pages
Article (Journal)
Electronic Resource
English
Flexural–torsional buckling of thin-walled composite box beams
Online Contents | 2007
|Flexural–torsional behavior of thin-walled composite beams
Elsevier | 2004
|Flexural-torsional behavior of thin-walled composite beams
Online Contents | 2004
|Torsional-flexural buckling of thin-walled members
Engineering Index Backfile | 1964
|Torsional-flexural buckling of thin-walled members
Engineering Index Backfile | 1965
|