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Effect of crack presence on the dynamic and buckling responses of bidirectional functionally graded beams based on quasi-3D beam model and differential quadrature finite element method

EngineeringMechanical EngineeringStructural AnalysisCrack PresenceBuckling ResponsesStructural ApplicationSolid MechanicsStructural DesignQuasi-3d Beam ModelCrack FormationStructural MechanicsDynamic Crack PropagationMechanics Of MaterialsStructural Engineering