Comparison of normalized central deflections, , 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 1: Comparison of normalized central deflections, $u_{3}^{*}$ , 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, $u_{3}^{}$ , 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	25.410	27.552	21.724	30.211	19.063	23.237
10	18.793	21.637	13.494	25.680	10.574	14.881
20	17.138	18.362	8.559	20.153	5.718	8.836
50	16.676	6.788	3.177	4.430	1.746	2.446
100	16.609	1.784	1.049	0.961	0.543	0.651