Deformation and Mechanical Behaviors of SCSF and CCCF Rectangular Thin Plates Loaded by Hydrostatic Pressure

Table 2

Dimensionless deflection, internal force, and stress of the SCSF rectangular thin plate at μ = 0.30.

λ = a/b	(0.5, 1)/10^−3	(0.5, 1)	(0.5, 1)	(1, 1)	(0, 1)	(0.5, 1)	(0.5, 1)	(0.5, 1)	(1, 1)
0.5	0.2839	−0.0028	0.0007	0.0006	0.0084	0.0028	−0.0171	0.0042	0.0037
1.0	2.7953	−0.0293	0.0027	0.0123	0.0691	0.0552	−0.1756	0.0161	0.0738
1.5	7.4293	−0.0834	−0.0114	0.0490	0.1253	0.2200	−0.5001	−0.0685	0.2941
2.0	12.0074	−0.1473	−0.0605	0.1056	0.0705	0.4740	−0.8840	−0.3630	0.6337