Publication | Open Access
Static and Free Vibration Analysis of Laminated Composite Plates Using Isogeometric Approach Based on the Third Order Shear Deformation Theory
20
Citations
45
References
2014
Year
EngineeringMechanical EngineeringStructural ApplicationComposite PlatesStructural OptimizationLaminated Composite PlatesStructural EngineeringIsogeometric AnalysisMechanicsLaminated CompositeStructural DynamicStructural VibrationStructural DesignIsogeometric ApproachNurbs Basis FunctionsFree Vibration AnalysisCivil EngineeringStructural AnalysisStructural MechanicsVibration Control
Isogeometric analysis (IGA) based on nonuniform rational B-splines (NURBS) is applied for static and free vibration analysis of laminated composite plates by using the third order shear deformation theory (TSDT). TSDT requires C 1 -continuity of generalized displacements and NURBS basis functions are well-suited for this requirement. Due to the noninterpolatory nature of NURBS basis functions, a penalty method is applied to enforce the essential boundary conditions. The validity and accuracy of the present method are demonstrated through a series of numerical examples of isotropic and laminated composite plates with different shapes, boundary conditions, fiber orientations, lay-up numbers, and so forth. The obtained numerical results are compared with either the analytical solutions or other available numerical methods.
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