Comparison of normalized central moments, , of antisymmetric [0/90] curved panels, of negative, zero and positive Gaussian curvature, under uniform load for different a/h ratios (SS4 boundary constraints).

Table 3: Comparison of normalized central moments, $M_{1}^{*}$ , of antisymmetric [0/90] curved panels, of negative, zero and positive Gaussian curvature, under uniform load for different a/h ratios (SS4 boundary constraints).

Normalized Central Deflection, $M_{1}^{}$ , of [0/90] Curved Panels under Uniform Load*
a/h	R₁/a = ∞, R₂/a = ∞ [101]	R₁/a = ∞, R₂/a = 10 [69]	R₁ /a = 10, R₂ /a = ∞ [69]	R₁/a = -10, R₂/a = 10	R₁/a = 10, R₂/a = -10	R₁/a = R₂/a = 10 [69]
5	132.299	143.055	134.598	127.010	118.626	143.630
10	136.066	156.002	124.087	134.908	98.366	136.373
20	137.130	147.186	101.758	83.110	69.860	105.117
50	137.451	60.829	56.864	-2.9510	33.659	45.353
100	137.498	20.797	28.736	-6.448	16.819	19.719