Identification of a Global Model Describing the Tempera- ture Effects on the Dynamics of a Smart Composite Beam

The identification of a global model describing the dynamics of a smart composite beam under various temperatures is addressed. The problem is treated within a novel Statistical Functional Pooling Framework featuring global, stochastic Functionally Pooled (FP) models with explicit functional dependence on temperature. This framework circumvents the disadvantages associated with conventional multi-model approaches in which a customary model is identified for each temperature, with no explicit dependence on temperature being directly provided. In addition it offers a compact global model and optimal statistical accuracy. A global Functionally Pooled Vector AutoRegressive with eXogenous excitation model (FP-VARX model) describing the dynamics of the considered beam is then identified using experimental data records. Its analysis indicates that the beam’s natural frequencies decrease with increasing temperature in a somewhat nonlinear or approximately linear fashion, while the dependence on temperature seems weaker, but of potentially more complicated nature, for the damping factors. The global model characteristics are confirmed as being in good agreement with those obtained by conventional multi-model analysis.

[1]  Irene A. Stegun,et al.  Handbook of Mathematical Functions. , 1966 .

[2]  Rolf G. Rohrmann,et al.  Structural causes of temperature affected modal data of civil structures obtained by long time monitoring , 2000 .

[3]  Ho-Jun Lee,et al.  Coupled layerwise analysis of thermopiezoelectric composite beams , 1996 .

[4]  S. Fassois,et al.  Identification of Stochastic Systems Under Multiple Operating Conditions: The Vector Dependent FP-ARX Parametrization , 2006, 2006 14th Mediterranean Conference on Control and Automation.

[5]  P. Q. Zhang,et al.  Influence of some factors on the damping property of fiber-reinforced epoxy composites at low temperature , 2001 .

[6]  D. Pollock Matrix Differential Calculus Jan R. Magnus and Heinz Neudecker John Wiley and Sons, 1988Linear Structures Jan R. Magnus Charles Griffin and Co., 1988 , 1989, Econometric Theory.

[7]  Guido De Roeck,et al.  One-year monitoring of the Z24-Bridge : environmental effects versus damage events , 2001 .

[8]  S. Galea,et al.  The Effect of Temperature on the Natural Frequencies and Acoustically Induced Strains in CFRP Plates , 1993 .

[9]  Yi-Qing Ni,et al.  Formulation of an uncertainty model relating modal parameters and environmental factors by using long-term monitoring data , 2003, SPIE Smart Structures and Materials + Nondestructive Evaluation and Health Monitoring.

[10]  Hoon Sohn,et al.  An experimental study of temperature effect on modal parameters of the Alamosa Canyon Bridge , 1999 .

[11]  Spilios D. Fassois,et al.  PARAMETRIC TIME-DOMAIN METHODS FOR THE IDENTIFICATION OF VIBRATING STRUCTURES—A CRITICAL COMPARISON AND ASSESSMENT , 2001 .

[12]  Ronald F. Gibson,et al.  Modal vibration response measurements for characterization of composite materials and structures , 2000 .

[13]  Lennart Ljung,et al.  System Identification: Theory for the User , 1987 .

[14]  R. Drew,et al.  Experimental investigation of the effects of temperature on the dynamic properties of a carbon fibre-reinforced plate , 1991 .