1987
DOI: 10.1016/0045-7949(87)90277-x
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An efficient computer program for the large deflection analysis of rectangular orthotropic plates

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1988
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Cited by 13 publications
(2 citation statements)
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“…For plates, Yamaki [16] and Little [17] have performed post-buckling analysis of rectangular plates with small initial curvature. Modelling of initial imperfection by the ÿnite-element method has also been described, for instance Kapania and Yang [18] and Saigal et al [19].…”
Section: Introductionmentioning
confidence: 99%
“…For plates, Yamaki [16] and Little [17] have performed post-buckling analysis of rectangular plates with small initial curvature. Modelling of initial imperfection by the ÿnite-element method has also been described, for instance Kapania and Yang [18] and Saigal et al [19].…”
Section: Introductionmentioning
confidence: 99%
“…Some formulations consider the panel, without the stiffeners, subjected to simply-supported or clamped conditions (8)(9)(10)(11) . Analytical approaches are found also for panels subjected to elastically restrained boundary conditions, where the elasticity of the boundary conditions accounts for the effect of the stiffener (12)(13)(14) .…”
Section: Introductionmentioning
confidence: 99%