The critical buckling loads of unsymmetrically laminated rectangular plates
with a given material system and subjected to combined lateral and inplane
loads are maximized with respect to fiber orientations by using a sequenti
al linear programming method together with a simple move-limit strategy. Si
gnificant influence of plate aspect ratios, central circular cutouts, later
al loads and end conditions on the optimal fiber orientations and the assoc
iated optimal buckling loads of unsymmetrically laminated plates has been s
hown through this investigation.