Vibration analysis for anti-symmetric laminated composite plates resting on visco-elastic foundation with temperature effects

In this work, a comprehensive vibrational behavior analysis is performed on anti-symmetric laminated composite plates resting visco-elastic foundations undergoing thermal effects. Here, the governing equations of motion are developed through Hamilton's principle and Reddy's plate theory as higher-order shear deformation (HSDT) employed to capture high accuracy. Also, generalized differential quadrature method (GDQM) used predict vibration response natural frequencies. The effects temperature change, Winkler-Pasternak damping coefficients for elastic foundation, ratio, arrangement different laminates, aspect slenderness ratios observed discussed in detail. results extracted fully clamped boundary conditions other also illustrated.