Assessment of vibration-based damage detection for an integral abutment bridge

Vibration-based damage detection (VBDD) comprises a family of nondestructive testing methods in which changes to signature dynamic characteristics are used to track the condition of a structure. Although VBDD methods have been successfully applied to various mechanical systems and to simple beam-like structures, significant challenges remain in extending this technology to complex, spatially distributed structures such as bridges. In the present study, numerical simulations using a calibrated finite element model were used to investigate the use of VBDD methods to detect small-scale damage on a two-span, integral abutment overpass structure located in Saskatoon, Saskatchewan. Five different VBDD techniques were evaluated, as were the effects of sensor spacing, mode shape normalization, and uncertainty in the measured mode shapes. It was found that localized damage to the top concrete cover of the bridge deck could be reliably detected and located if the sensors were located sufficiently close to the damag...

[1]  Charles R. Farrar,et al.  FIELD VERIFICATION OF A NONDESTRUCTIVE DAMAGE LOCALIZATION AND SEVERITY ESTIMATION ALGORITHM , 2002 .

[2]  O. S. Salawu,et al.  Damage Location Using Vibration Mode Shapes , 1994 .

[3]  O. S. Salawu Detection of structural damage through changes in frequency: a review , 1997 .

[4]  A. Emin Aktan,et al.  CONDITION AND DAMAGE ASSESSMENT: ISSUES AND SOME PROMISING INDICES , 2002 .

[5]  Norris Stubbs,et al.  Model-Uncertainty Impact and Damage-Detection Accuracy in Plate Girder , 1995 .

[6]  Robert W. Ramirez,et al.  The Fft, Fundamentals and Concepts , 1984 .

[7]  Rune Brincker,et al.  Vibration Based Inspection of Civil Engineering Structures , 1993 .

[8]  L. Kjerengtroen,et al.  Sensitivity of Parameter Changes in Structural Damage Detection , 1997 .

[9]  Charles R. Farrar,et al.  Vibration-Based Damage Detection in Rotating Machinery , 1999 .

[10]  Sami F. Masri,et al.  Neural Network Approach to Detection of Changes in Structural Parameters , 1996 .

[11]  David L. Hunt,et al.  Development and implementation of a shuttle modal inspection system , 1990 .

[12]  Robert D. Adams,et al.  The location of defects in structures from measurements of natural frequencies , 1979 .

[13]  Zhengjie Zhou,et al.  Vibration-based detection of small-scale damage on a bridge deck , 2007 .

[14]  P. Blau,et al.  Detection, Diagnosis, and Prognosis of Rotating Machinery to Improve Reliability, Maintainability, and Readiness Through the Application of New and Innovative Techniques , 1991 .

[15]  Arun Kumar Pandey,et al.  Damage detection from changes in curvature mode shapes , 1991 .

[16]  James H. Garrett,et al.  Use of neural networks in detection of structural damage , 1992 .

[17]  Fu-Kuo Chang,et al.  Structural Health Monitoring: Current Status and Perspectives , 1998 .

[18]  David J. Ewins,et al.  Modal Testing: Theory, Practice, And Application , 2000 .

[19]  Baidar Bakht,et al.  DIAGNOSTIC TESTING OF A BRIDGE , 1980 .

[20]  Bart Peeters,et al.  System identification and damage detection in civil engineering , 2000 .

[21]  Angel C. Aparicio,et al.  Structural Damage Identification from Dynamic‐Test Data , 1994 .

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

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

[24]  Norris Stubbs,et al.  Nondestructive Crack Detection Algorithm for Full-Scale Bridges , 2003 .

[25]  Ning Hu,et al.  Damage assessment of structures using modal test data , 2001 .

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

[27]  S. Alampalli,et al.  Influence of in-service environment on modal parameters , 1998 .

[28]  Colin H. J. Fox,et al.  The location of defects in structures - A comparison of the use of natural frequency and mode shape data , 1992 .

[29]  Lambros S. Katafygiotis,et al.  Probabilistic System Identification and Health Monitoring of Structures , 1992 .

[30]  Lambros S. Katafygiotis,et al.  Updating Dynamic Models and their Associated Uncertainties for Structural Systems , 1992 .

[31]  Ahmet E. Aktan,et al.  Bridge-condition assessment by modal flexibility , 1994 .

[32]  Charles R. Farrar,et al.  Dynamic characterization and damage detection in the I-40 bridge over the Rio Grande , 1994 .

[33]  Prabhat Hajela,et al.  Recent developments in damage detection based on system identification methods , 1990 .

[34]  Charles R. Farrar,et al.  Damage identification and health monitoring of structural and mechanical systems from changes in their vibration characteristics: A literature review , 1996 .

[35]  Charles R. Farrar,et al.  A summary review of vibration-based damage identification methods , 1998 .

[36]  Ahmet E. Aktan,et al.  Application of Modal Flexibility and Its Derivatives in Structural Identification , 1998 .

[37]  Palle Andersen,et al.  Identification and Damage Detection Studies of the Z24 Highway Bridge in Switzerland , 2002 .

[38]  Charles R. Farrar,et al.  Comparison of damage identification algorithms on experimental modal data from a bridge , 1995 .