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

Table 3

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

λ = a/b	(0.5, 1)/10^−3	(0.5, 1)	(0.5, 1)	(0.25, 1)	(0.75, 1)	(0.5, 1)	(0.5, 1)	(0.5, 1)	(0.75, 1)
0.5	0.0637	0.0013	0.0003	−0.0001	−0.0078	0.0013	0.0075	0.0021	0.0008
1.0	0.8735	0.0167	0.0034	−0.0038	−0.1028	0.0345	0.1003	0.0206	0.0231
1.5	3.3566	0.0617	0.0048	−0.0221	−0.3689	0.1988	0.3704	0.0286	0.1329
2.0	7.2531	0.1258	−0.0151	−0.0638	−0.7173	0.5727	0.7546	−0.0904	0.3828