A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
AbstractThe paper analyses the two main aspects of coupling between flexural and torsional-flexural buckling:-the mutual influence of the deformations corresponding to these two instability modes;-the superposition of second-order compressive stresses arising from bending and from the nonuniform torsion.Extending the Ayrton-Perry concept to the case of spatial buckling, the effect of coupling can be allowed for by simply modifying the imperfection coefficient α.
AbstractThe paper analyses the two main aspects of coupling between flexural and torsional-flexural buckling:-the mutual influence of the deformations corresponding to these two instability modes;-the superposition of second-order compressive stresses arising from bending and from the nonuniform torsion.Extending the Ayrton-Perry concept to the case of spatial buckling, the effect of coupling can be allowed for by simply modifying the imperfection coefficient α.
A practical approach to the spatial buckling of monosymmetrical compression members
Bǎluţ, N. (author)
Thin-Walled Structures ; 20 ; 203-217
1994-01-01
15 pages
Article (Journal)
Electronic Resource
English
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