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- W2044263463 abstract "A nonlinear analysis of unsymmetric, angle-ply, rectangular plates under uniform in-plane edge shear is presented. The solution is based on the von Kármán-type large-deflection equations, with the force function and the transverse deflection expressed as double series in terms of appropriate beam functions. The prescribed boundary conditions, including those for the vanishing of normal bending moment at the edges of simply supported plates, are satisfied. Numerical results for the buckling loads and for the post-buckling deflections, membrane forces and bending moments are presented for plates composed of high-modulus, fibre-reinforced epoxy composites." @default.
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- W2044263463 date "1979-06-01" @default.
- W2044263463 modified "2023-10-16" @default.
- W2044263463 title "Nonlinear Behaviour of Unsymmetric, Angle-Ply, Rectangular Plates under in-Plane Edge Shear" @default.
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- W2044263463 doi "https://doi.org/10.1243/jmes_jour_1979_021_033_02" @default.
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