Experimental Detection of Sudden Stiffness Change in a Structural System Employing Laser Doppler Vibrometry

Sudden changes in the stiffness of a structure are often indicators of structural damage. Detection of such sudden stiffness change from the vibrations of structures is important for Structural Health Monitoring (SHM) and damage detection. Non-contact measurement of these vibrations is a quick and efficient way for successful detection of sudden stiffness change of a structure. In this paper, we demonstrate the capability of Laser Doppler Vibrometry to detect sudden stiffness change in a Single Degree Of Freedom (SDOF) oscillator within a laboratory environment. The dynamic response of the SDOF system was measured using a Polytec RSV-150 Remote Sensing Vibrometer. This instrument employs Laser Doppler Vibrometry for measuring dynamic response. Additionally, the vibration response of the SDOF system was measured through a MicroStrain G-Link Wireless Accelerometer mounted on the SDOF system. The stiffness of the SDOF system was experimentally determined through calibrated linear springs. The sudden change of stiffness was simulated by introducing the failure of a spring at a certain instant in time during a given period of forced vibration. The forced vibration on the SDOF system was in the form of a white noise input. The sudden change in stiffness was successfully detected through the measurements using Laser Doppler Vibrometry. This detection from optically obtained data was compared with a detection using data obtained from the wireless accelerometer. The potential of this technique is deemed important for a wide range of applications. The method is observed to be particularly suitable for rapid damage detection and health monitoring of structures under a model-free condition or where information related to the structure is not sufficient.

[1]  James M. W. Brownjohn,et al.  DETECTION OF ANOMALOUS STRUCTURAL BEHAVIOUR USING WAVELET ANALYSIS , 2002 .

[2]  Adolfo Senatore Measurement of the natural frequencies of a uniform rod loaded with centrifugal forces using a laser Doppler vibrometer , 2006 .

[3]  A. M. Abdel-Ghaffar,et al.  Ambient Vibration Studies of Golden Gate Bridge , 1985 .

[4]  Mohammad Noori,et al.  Wavelet-Based Approach for Structural Damage Detection , 2000 .

[5]  H. Saunders,et al.  Book Reviews : DYNAMICS OF STRUCTURES R.W. Clough & J. Penzien McGraw-Hill Book Co., New York, New York (1975) , 1976 .

[6]  L. G. Jaeger,et al.  Dynamics of structures , 1990 .

[7]  Mohamed Abdel-Rohman,et al.  Dynamic response of hinged-hinged single span bridges with uneven deck , 1996 .

[8]  P. Verboven,et al.  Automatic vibration mode tracking using a scanning laser Doppler vibrometer , 2004 .

[9]  Siu-Seong Law,et al.  Damage detection in simply supported concrete bridge structure under moving vehicular loads , 2007 .

[10]  Yozo Fujino,et al.  Noncontact Operational Modal Analysis of Structural Members by Laser Doppler Vibrometer , 2009, Comput. Aided Civ. Infrastructure Eng..

[11]  Chih-Chieh Chang,et al.  Vibration damage detection of a Timoshenko beam by spatial wavelet based approach , 2003 .

[12]  D. J. Ewins,et al.  Detecting damage in vibrating structures with a scanning LDV , 1999 .

[13]  John E. T. Penny,et al.  Crack Modeling for Structural Health Monitoring , 2002 .

[14]  Vikram Pakrashi,et al.  Structural damage detection and calibration using a wavelet-kurtosis technique , 2007 .

[15]  Steve Vanlanduit,et al.  Accurate estimation of normal incidence absorption coefficients with confidence intervals using a scanning laser Doppler vibrometer , 2009 .

[16]  Sergio H. S. Carneiro Model-Based Vibration Diagnostic of Cracked Beams in the Time Domain , 2000 .

[17]  Enrico Primo Tomasini,et al.  The laser doppler vibrometer as an instrument for nonintrusive diagnostic of works of art: Application to fresco paintings , 1996 .

[18]  Lawrence A. Bergman,et al.  Vibration of damaged beams under a moving mass: theory and experimental validation , 2004 .

[19]  Josef Henrych,et al.  The Dynamics of Arches and Frames , 1981 .

[20]  S. Loutridis,et al.  Crack identification in double-cracked beams using wavelet analysis , 2004 .

[21]  J.W. LEE,et al.  HEALTH-MONITORING METHOD FOR BRIDGES UNDER ORDINARY TRAFFIC LOADINGS , 2002 .

[22]  L Fryba,et al.  VIBRATION OF SOLIDS AND STRUCTURES UNDER MOVING LOADS (3RD EDITION) , 1999 .

[23]  A. Messina,et al.  On the continuous wavelet transforms applied to discrete vibrational data for detecting open cracks in damaged beams , 2003 .

[24]  S. Mukherjee,et al.  MODAL ANALYSIS OF A CRACKED BEAM , 1997 .

[25]  A. M. Abdel-Ghaffar,et al.  Ambient Vibration Studies of Golden Gate Bridge: I. Suspended Structure , 1985 .

[26]  Reiji Nanba,et al.  Researches on Vibration and Scattering of Roof Tiles by Wind Tunnel Test (Effect of Vibration on Scattering of Roof Tiles):(Effect of Vibration on Scattering of Roof Tiles) , 2007 .

[27]  Piotr Omenzetter,et al.  Identification of unusual events in multi-channel bridge monitoring data , 2004 .

[28]  Reiji Nanba,et al.  Researches on Vibration and Scattering of Roof Tiles by Wind Tunnel Test , 2005 .