Advances in Civil Engineering / 2019 / Article / Tab 2

Research Article

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 loadCentral concentrated load
Reddy [29]PresentReddy [29]Present