Finite element model calibration of a nonlinear perforated plate

Abstract This paper presents a case study in which the finite element model for a curved circular plate is calibrated to reproduce both the linear and nonlinear dynamic response measured from two nominally identical samples. The linear dynamic response is described with the linear natural frequencies and mode shapes identified with a roving hammer test. Due to the uncertainty in the stiffness characteristics from the manufactured perforations, the linear natural frequencies are used to update the effective modulus of elasticity of the full order finite element model (FEM). The nonlinear dynamic response is described with nonlinear normal modes (NNMs) measured using force appropriation and high speed 3D digital image correlation (3D-DIC). The measured NNMs are used to update the boundary conditions of the full order FEM through comparison with NNMs calculated from a nonlinear reduced order model (NLROM). This comparison revealed that the nonlinear behavior could not be captured without accounting for the small curvature of the plate from manufacturing as confirmed in literature. So, 3D-DIC was also used to identify the initial static curvature of each plate and the resulting curvature was included in the full order FEM. The updated models are then used to understand how the stress distribution changes at large response amplitudes providing a possible explanation of failures observed during testing.

[1]  S. Neild,et al.  Experimental and Numerical Investigation of the Nonlinear Bending-Torsion Coupling of a Clamped-Clamped Beam with Centre Masses , 2016 .

[2]  R. M. Rosenberg,et al.  Normal Modes of Nonlinear Dual-Mode Systems , 1960 .

[3]  L. Renson,et al.  Identification of nonlinear normal modes of engineering structures under broadband forcing , 2016, 1604.08069.

[4]  Alexander F. Vakakis,et al.  Effective Stiffening and Damping Enhancement of Structures With Strongly Nonlinear Local Attachments study the stiffening and damping effects that local essentially nonlinear attachments , 2012 .

[5]  Christophe Pierre,et al.  Nonlinear Modal Analysis of Structural Systems Using Multi-Mode Invariant Manifolds , 2001 .

[6]  Alexander F. Vakakis,et al.  Normal modes and localization in nonlinear systems , 1996 .

[7]  Matthew S. Allen,et al.  Full-field linear and nonlinear measurements using Continuous-Scan Laser Doppler Vibrometry and high speed Three-Dimensional Digital Image Correlation , 2017 .

[8]  G. Kerschen,et al.  Dynamic testing of nonlinear vibrating structures using nonlinear normal modes , 2011 .

[9]  Joseph J. Hollkamp,et al.  Reduced-order models for nonlinear response prediction: Implicit condensation and expansion , 2008 .

[10]  A. Nayfeh Introduction To Perturbation Techniques , 1981 .

[11]  Steven W. Shaw,et al.  An invariant manifold approach to nonlinear normal modes of oscillation , 1994 .

[12]  Matthew S. Allen,et al.  A numerical approach to directly compute nonlinear normal modes of geometrically nonlinear finite element models , 2014 .

[13]  Joseph J. Hollkamp,et al.  Nonlinear modal models for sonic fatigue response prediction: a comparison of methods , 2005 .

[14]  Alexander F. Vakakis,et al.  An Energy-Based Approach to Computing Resonant Nonlinear Normal Modes , 1996 .

[15]  Randall J. Allemang,et al.  THE MODAL ASSURANCE CRITERION–TWENTY YEARS OF USE AND ABUSE , 2003 .

[16]  Matthew S. Allen,et al.  Computing Nonlinear Normal Modes Using Numerical Continuation and Force Appropriation , 2012 .

[17]  Myung Jo Jhung,et al.  EQUIVALENT MATERIAL PROPERTIES OF PERFORATED PLATE WITH TRIANGULAR OR SQUARE PENETRATION PATTERN FOR DYNAMIC ANALYSIS , 2006 .

[18]  Alexander F. Vakakis,et al.  Nonlinear normal modes, Part I: A useful framework for the structural dynamicist , 2009 .

[19]  Christophe Pierre,et al.  The construction of non-linear normal modes for systems with internal resonance , 2005 .

[20]  Gaëtan Kerschen,et al.  Nonlinear Normal Modes of a Full-Scale Aircraft , 2011 .

[21]  David J. Wagg,et al.  Towards a Technique for Nonlinear Modal Analysis , 2012 .

[22]  Ali H. Nayfeh,et al.  Nonlinear Normal Modes of Buckled Beams: Three-to-One and One-to-One Internal Resonances , 1999 .

[23]  Joseph J. Hollkamp,et al.  Reduced-Order Models for Acoustic Response Prediction , 2011 .

[24]  A. H. Nayfeh,et al.  Resonant non-linear normal modes. Part I: analytical treatment for structural one-dimensional systems , 2003 .

[25]  Ali H. Nayfeh,et al.  Nonlinear Interactions: Analytical, Computational, and Experimental Methods , 2000 .

[26]  Gaëtan Kerschen,et al.  Nonlinear normal modes, Part II: Toward a practical computation using numerical continuation techniques , 2009 .

[27]  G. Tomlinson,et al.  Nonlinearity in Structural Dynamics: Detection, Identification and Modelling , 2000 .

[28]  John E. Mottershead,et al.  Finite Element Model Updating in Structural Dynamics , 1995 .

[29]  Gaëtan Kerschen,et al.  Modal testing of nonlinear vibrating structures based on nonlinear normal modes: Experimental demonstration , 2011 .

[30]  Matthew S. Allen,et al.  Evaluation of Geometrically Nonlinear Reduced-Order Models with Nonlinear Normal Modes , 2015 .

[31]  Jonathan E. Cooper,et al.  Identification of backbone curves of nonlinear systems from resonance decay responses , 2015 .

[32]  Cyril Touzé,et al.  Hardening/softening behaviour in non-linear oscillations of structural systems using non-linear normal modes , 2004 .

[33]  Mehmet Kurt,et al.  Methodology for model updating of mechanical components with local nonlinearities , 2015 .