“…In previous paper [1], Apalara considered the following laminated beam with structural damping and second sound: Here w(x, t) denotes the transverse displacement of the beam which departs from its equilibrium position, ψ(x, t) represents the rotation angle, s(x, t) is proportional to the amount of slip along the interface at time t and longitudinal spatial variable x, 3s − ψ denotes the effective rotation angle and the third equation of (1.1) describes the dynamics of the slip, θ(x, t) is the difference temperature, q(x, t) is the heat flux. The coefficients ρ, G, I ρ , D, γ, β > 0 denote the density of the beams, the shear stiffness, the mass moment of inertia, the flexural rigidity, the adhesive stiffness of the beams, and the adhesive damping parameter, respectively.…”