Effect of approximation fidelity on vibration-based elastic constants identification

Some applications such as identification or Monte Carlo based uncertainty quantification often require simple analytical formulas that are fast to evaluate. Approximate closed-form solutions for the natural frequencies of free orthotropic plates have been developed and have a wide range of applicability, but, as we show in this article, they lack accuracy for vibration based material properties identification. This article first demonstrates that a very accurate response surface approximation can be constructed by using dimensional analysis. Second, the article investigates how the accuracy of the approximation used propagates to the accuracy of the elastic constants identified from vibration experiments. For a least squares identification approach, the approximate analytical solution led to physically implausible properties, while the high-fidelity response surface approximation obtained reasonable estimates. With a Bayesian identification approach, the lower-fidelity analytical approximation led to reasonable results, but with much lower accuracy than the higher-fidelity approximation. The results also indicate that standard least squares approaches for identifying elastic constants from vibration tests may be ill-conditioned, because they are highly sensitive to the accuracy of the vibration frequencies calculation.

[1]  M. Waller Vibrations of free square plates: part I. Normal vibrating modes , 1939 .

[2]  R. Haftka,et al.  Bayesian Statistical Identification of Orthotropic Elastic Constants Accounting for Measurement and Modeling Errors , 2009 .

[3]  Dafydd Gibbon,et al.  1 User’s guide , 1998 .

[4]  R. H. Myers,et al.  Response Surface Methodology: Process and Product Optimization Using Designed Experiments , 1995 .

[5]  Douglas C. Montgomery,et al.  Response Surface Methodology: Process and Product Optimization Using Designed Experiments , 1995 .

[6]  Satish K. Bapanapalli,et al.  Dimensionality Reduction Approach for Response Surface Approximations: Application to Thermal Design , 2009 .

[7]  John E. Mottershead,et al.  Model Updating In Structural Dynamics: A Survey , 1993 .

[8]  P. Pedersen,et al.  Identification of orthotropic material moduli by a combined experimental/numerical method , 1992 .

[9]  E. Somersalo,et al.  Statistical and computational inverse problems , 2004 .

[10]  Raphael T. Haftka,et al.  Comparison between the basic least squares and the Bayesian approach for elastic constants identification , 2008 .

[11]  E. Buckingham On Physically Similar Systems; Illustrations of the Use of Dimensional Equations , 1914 .

[12]  S. M. Dickinson THE BUCKLING AND FREQUENCY OF FLEXURAL VIBRATION OF RECTANGULAR ISOTROPIC AND ORTHOTROPIC PLATES USING RAYLEIGH'S METHOD , 1978 .

[13]  C. Teitelboim RADIATION REACTION AS A RETARDED SELF-INTERACTION. , 1971 .

[14]  Mary D Waller,et al.  Vibrations of Free Rectangular Plates , 1949 .

[15]  Raphael T. Haftka,et al.  Design and optimization of laminated composite materials , 1999 .