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- W2476538645 abstract "An experimental programme consisting of several specimens of laminated composite columns is undertaken to study the elastic buckling characteristics of such specimens. An exact stit3hess matrix for a bending-torsion coupled composite column which accounts for both material and geometrical coupling is used to corroborate the experimental results. Experimental results are given for composite columns which have significant coupling between bending and torsional modes of deformation. These results are compared with those obtained using the stiffness matrix method. The effect of ply orientation on the elastic buckling load of composite columns is demonstrated by both theoretical and experimental results. Literature rev& Investigation into the buckling behaviour of thinwalled composite structures is a relatively recent phenomenon and is mostly confined to laminated plates or structures assembled from them. Kapania and Raciti! and Nagendra and Kapania’ gave an extensive bibliography on the subject. In the case of structural elements made of composite materials, bending-torsion coupling can occur both because of the geometry of the cross-section and also because of the anisotropic, or directional, nature of the fibrous composites. Hajela and Shih3 proposed a modified branch-andbound approach to include non-linear optimisation problems involving continuous, integer and discrete design variables for the optimum design of a laminated composite beam. The methodology was based on a piece-wise linear representation of the non-linear problem." @default.
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- W2476538645 date "1999-01-01" @default.
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- W2476538645 title "EXPERIMENTAL AND THEORETICAL INVESTIGATIONS INTO BUCKLING OF BENDING-TORSION COUPLED COMPOSITE COLUMNS" @default.
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