Increased reliability of reference-based damage identification techniques by using output-only data

Abstract During the past few years, a considerable number of damage identification techniques have been proposed and successfully tested on vibration data obtained from mechanical structures. Most vibration-based methods identify damage by interpreting measured changes in modal parameters. In practice, damage identification problems can occur due to minor changes in the boundary conditions of the test set-up especially if classic input–output vibration measurements are required for the diagnosis of a lightweight structure. In this contribution, a comparison is made between an input–output and output-only damage identification set-up for an aluminum beam structure suffering from fatigue-induced crack formation.

[1]  R. B. Testa,et al.  Modal Analysis for Damage Detection in Structures , 1991 .

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

[3]  L. Hermans,et al.  Modal parameter estimation from inconsistent data sets , 2000 .

[4]  Charles R. Farrar,et al.  Application of the strain energy damage detection method to plate-like structures , 1999 .

[5]  Robert Y. Liang,et al.  Theoretical study of crack-induced eigenfrequency changes on beam structures , 1992 .

[6]  R. Fox,et al.  Rates of change of eigenvalues and eigenvectors. , 1968 .

[7]  Paul Sas,et al.  Modal Analysis Theory and Testing , 2005 .

[8]  C. R. Farrar,et al.  Statistical damage identification techniques applied to the I-40 bridge over the Rio Grande River , 1998 .

[9]  Patrick Vanhonacker,et al.  Differential and Difference Sensitivities of Natural Frequencies and Mode Shapes of Mechanical Structures , 1980 .

[10]  Richard B. Nelson,et al.  Simplified calculation of eigenvector derivatives , 1976 .

[11]  Cecilia Surace,et al.  DAMAGE ASSESSMENT OF MULTIPLE CRACKED BEAMS: NUMERICAL RESULTS AND EXPERIMENTAL VALIDATION , 1997 .

[12]  G. H. James,et al.  Damage detection in aircraft structures using dynamically measured static flexibility matrices , 1996 .

[13]  E. Parloo,et al.  An inverse method for the identification of localized excitation sources , 2002 .

[14]  L. C. Rogers Derivatives of eigenvalues and eigenvectors , 1970 .

[15]  E. Parloo,et al.  Maximum likelihood identification of modal parameters from non-stationary operational data , 2001 .

[16]  Raymond H. Plaut,et al.  Derivatives of eigenvalues and eigenvectors in non-self-adjoint systems. , 1973 .

[17]  D. Zimmerman,et al.  Structural damage detection using a minimum rank update theory , 1994 .

[18]  P. Verboven,et al.  Identification of modal parameters from inconsistent data , 2002 .

[19]  E. Parloo,et al.  Force identification by means of in-operation modal models , 2002 .

[20]  P. Gudmundson The dynamic behaviour of slender structures with cross-sectional cracks , 1983 .

[21]  Patrick Guillaume,et al.  Maximum likelihood identification of modal parameters from operational data , 1999 .

[22]  E. Parloo,et al.  SENSITIVITY-BASED OPERATIONAL MODE SHAPE NORMALISATION , 2002 .

[23]  A. K. Pandey,et al.  Damage Detection in Structures Using Changes in Flexibility , 1994 .

[24]  Antonino Morassi,et al.  IDENTIFICATION OF A CRACK IN A ROD BASED ON CHANGES IN A PAIR OF NATURAL FREQUENCIES , 2001 .

[25]  Robert D. Adams,et al.  A Vibration Technique for Non-Destructively Assessing the Integrity of Structures: , 1978 .

[26]  E. Parloo,et al.  DAMAGE ASSESSMENT USING MODE SHAPE SENSITIVITIES , 2003 .

[27]  J. Schoukens,et al.  Parametric identification of transfer functions in the frequency domain-a survey , 1994, IEEE Trans. Autom. Control..

[28]  Y. Narkis Identification of Crack Location in Vibrating Simply Supported Beams , 1994 .

[29]  Jyoti K. Sinha,et al.  SIMPLIFIED MODELS FOR THE LOCATION OF CRACKS IN BEAM STRUCTURES USING MEASURED VIBRATION DATA , 2002 .

[30]  E. Parloo,et al.  AUTONOMOUS STRUCTURAL HEALTH MONITORING—PART II: VIBRATION-BASED IN-OPERATION DAMAGE ASSESSMENT , 2002 .

[31]  B. Peeters,et al.  Vibration-based damage detection in civil engineering: excitation sources and temperature effects , 2001 .

[32]  Fabrizio Vestroni,et al.  Damage Evaluation in Cracked Vibrating Beams Using Experimental Frequencies and Finite Element Models , 1996 .

[33]  C. S. Rudisill,et al.  Derivatives of Eigenvalues and Eigenvectors for a General Matrix , 1974 .

[34]  Charles R. Farrar,et al.  Computation of structural flexibility for bridge health monitoring using ambient modal data , 1996 .