Research Article

A New Efficient Modified First-Order Shear Model for Static Bending and Vibration Behaviors of Two-Layer Composite Plate

Table 5

Nondimensional deflection of the plate as a function of ratio with .

SSSSCCCCCSCSCCSSSSSSCCCCCSCSCCSS

03.19030.99511.50681.73169.46732.95264.47125.1381
10ā€“22.67900.87081.30561.48625.55381.96982.89253.2279
10ā€“12.60510.82141.24021.42155.07301.63632.45602.7995
1002.59680.81351.23041.41245.01961.58492.39192.7406
1012.59590.81261.22931.41145.01421.57922.38502.7343
1022.59580.81251.22921.41135.01371.57872.38432.7336
1032.59580.81251.22921.41135.01361.57862.38422.7336
1042.59580.81251.22921.41135.01361.57862.38422.7336
1052.59580.81251.22921.41135.01361.57862.38422.7336
1062.59580.81251.22921.41135.01361.57862.38422.7336