Research Article

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

Table 4

Dimensionless deflection, internal force, and stress of the SCSF rectangular thin plate at λ = 2.0.

υ (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)

0.2511.3723−0.1349−0.06290.10720.06680.4490−0.8099−0.37750.6431
0.3012.0074−0.1473−0.06050.10560.07050.4740−0.8840−0.36300.6337
0.3512.7177−0.1611−0.05780.10390.07470.5021−0.9668−0.34690.6233