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

Table 2

Comparison of the nondimensional deflection of a square SSSS composite plate subject to uniformly distributed load and central concentrated load.

	Uniformly distributed load		Central concentrated load
	Reddy [29]	Present	Reddy [29]	Present
	1.6955	1.6538	4.6664	4.6421