“…The works of Reddy [18], Kant et al [11], Meimaris and Day [16], Bert and Chen [2], Chatterjee and Kulkarni [3], Dong and Chun [6] and Maiti and Sinha [13][14][15] may be cited to name only a few. Recently, Suresh and Malhotra [19] conducted damped free vibration analysis of composite box beams using 4 noded plate finite element with five degrees of freedom (u, v, w, θ x and θ y ) per node.…”