“…The CNT‐reinforced sandwich plate model is derived mathematically using the high‐order type of mid‐plane kinematics to maintain the true variation the out‐of‐plane shear stress and strain and conceded as : where, u , v, and w are the displacements of any point of the sandwich plate along the longitudinal and transverse directions, i.e., x , y, and z , respectively. Likewise, the individual displacement functions presented as u 0 , v 0, and w 0 are defined at the mid‐surface for any point of the sandwich plate structure along the commonly perpendicular axes x , y, and z ‐directions, respectively.…”