Inverse differential quadrature solutions for free vibration of arbitrary shaped laminated plate structures

An essential aspect of design of laminated plate structures in many engineering applica-tions is the analysis of free vibration behaviour in order to model the structure for ran-dom excitations. In this regard, numerical solutions to the systems of high-order partial differential equations governing free vibration response of the structure become impor-tant. Direct approximation of such high-order systems are prone to error arising from the sensitivity of high-order numerical differentiation to noise necessitating the demand for improved solution techniques. In this work, a novel generalised inverse differential quadra-ture method is developed to study the dynamic behaviour of first-order shear deformable arbitrary-shaped laminated plates. The ensuing underdetermined system is operated upon by Moore-Penrose pseudo-inverse preconditioning to form a squared eigenvalue system. Free vibration solutions of square, skew, circular, and annular sector plates for different boundary conditions are obtained and validated against exact and numerical solutions in the literature and ABAQUS. It is demonstrated with numerous examples that iDQM solu-tions are in excellent agreement with exact solutions for square plates and the results for arbitrary shaped plates are comparable with solutions in the literature while saving up to 96% degrees of freedom required for ABAQUS solution. Finally, refined parametric stud-ies conducted reveal that, subject to varying geometric configurations, iDQM solutions are numerically stable and potentially converge faster than DQM.(c) 2022 Elsevier Inc. All rights reserved.

Automated summary

The analysis of free vibration behavior is crucial for the design of laminated plate structures. This study presents a novel numerical solution technique to study the dynamic behavior of shear deformable laminated plates. The results demonstrate the effectiveness of the proposed method in different boundary conditions and geometric configurations.