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- W2015608755 abstract "A new approximate non-dimensional equation for the elastic lateral buckling load of straight prismatic beams of monosymmetric cross-section with general boundary conditions and general loading, which includes the effects of initial bending curvature prior to buckling, is derived. For sections where the flexural rigidity about the axis of initial bending, EIzz, is smaller than the flexural rigidity about the other principal centroidal axis, EIyy, it is shown that lateral buckling is still a possibility" @default.
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- W2015608755 title "General non-dimensional equation for lateral buckling" @default.
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- W2015608755 doi "https://doi.org/10.1016/0263-8231(90)90056-5" @default.
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