Vibration Based Condition Monitoring: A Review

Vibration based condition monitoring refers to the use of in situ non-destructive sensing and analysis of system characteristics –in the time, frequency or modal domains –for the purpose of detecting changes, which may indicate damage or degradation. In the field of civil engineering, monitoring systems have the potential to facilitate the more economical management and maintenance of modern infrastructure. This paper reviews the state of the art in vibration based condition monitoring with particular emphasis on structural engineering applications.

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

[2]  Marek Krawczuk,et al.  The location of a concentrated mass on rectangular plates from measurements of natural vibrations , 2002 .

[3]  H L Chen,et al.  Evaluating Structural Deterioration by Dynamic Response , 1995 .

[4]  Marvin W. Halling,et al.  Dynamic Field Testing for Condition Assessment of Bridge Bents , 2001 .

[5]  Daniel J. Inman,et al.  Self-Monitoring and Self-Healing Jointed Structures , 2001 .

[6]  Daniel J. Inman,et al.  An experimentally validated damage detection theory in smart structures , 1996 .

[7]  Usik Lee,et al.  A frequency response function-based structural damage identification method , 2002 .

[8]  S. Chinchalkar.  DETERMINATION OF CRACK LOCATION IN BEAMS USING NATURAL FREQUENCIES , 2001 .

[9]  Di Wu,et al.  Efficient numerical model for the damage detection of large scale structure , 2001 .

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

[11]  Robert Y. Liang,et al.  Fault identification of beams on elastic foundation , 1995 .

[12]  Bart Peeters,et al.  Dynamic monitoring of civil engineering structures , 2000 .

[13]  S. Law,et al.  Structural Damage Detection from Incomplete and Noisy Modal Test Data , 1998 .

[14]  A. S. J. Swamidas,et al.  Crack identification in vibrating beams using the energy method , 2001 .

[15]  Maria Q. Feng,et al.  DAMAGE ASSESSMENT OF JACKETED RC COLUMNS USING VIBRATION TESTS , 1999 .

[16]  Alex Berman.  Inherently Incomplete Finite Element Model and Its Effects on Model Updating , 2000 .

[17]  David I. McLean,et al.  APPLICATION OF DYNAMIC SYSTEM IDENTIFICATION TO TIMBER BRIDGES , 2001 .

[18]  Izhak Sheinman,et al.  Damage detection and updating of stiffness and mass matrices using mode data , 1996 .

[19]  K. Moslem,et al.  Structural Damage Detection by Genetic Algorithms , 2002 .

[20]  Richard G. Cobb,et al.  Structural Damage Identification Using Assigned Partial Eigenstructure , 1997 .

[21]  D. E. Katsareas,et al.  Crack identification in frame structures , 1997 .

[22]  Guido De Roeck,et al.  STRUCTURAL DAMAGE IDENTIFICATION USING MODAL DATA. II: TEST VERIFICATION , 2002 .

[23]  Mohammed Salah-Eldin Imbabi,et al.  Dynamic deformation signatures in reinforced concrete slabs for condition monitoring , 2001 .

[24]  Paul J. Fanning,et al.  An added mass identification algorithm based on frequency response functions , 2003 .

[25]  Paul J. Fanning,et al.  Auto-Regression and Statistical Process Control Techniques Applied to Damage Indication in Telecommunication Masts , 2001 .

[26]  Nuno M. M. Maia,et al.  Theoretical and Experimental Modal Analysis , 1997 .

[27]  Chung-Jen Lu,et al.  Vibration analysis of an inhomogeneous string for damage detection by wavelet transform , 2002 .

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

[29]  Hoon Sohn,et al.  DAMAGE DIAGNOSIS USING EXPERIMENTAL RITZ VECTORS , 2001 .

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

[31]  Constantinos Soutis,et al.  Damage detection in composite materials using frequency response methods , 2002 .

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

[33]  V. G. Idichandy,et al.  ART-based multiple neural networks for monitoring offshore platforms , 1996 .

[34]  Aurelio Soma,et al.  On theoretical limits of dynamic model updating using a sensitivity-based approach , 2001 .

[35]  E. J. Williams,et al.  STRUCTURAL DAMAGE DETECTION BY A SENSITIVITY AND STATISTICAL-BASED METHOD , 1998 .

[36]  S. S. Law,et al.  Optimum sensor placement for structural damage detection , 2000 .

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

[38]  Norris Stubbs,et al.  Damage Localization in Structures Without Baseline Modal Parameters , 1996 .

[39]  L Frýba,et al.  Load tests and modal analysis of bridges , 2001 .

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

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

[42]  François M. Hemez,et al.  Extending Sensitivity-Based Updating to Lightly Damped Structures , 1997 .

[43]  Gongkang Fu,et al.  Signal versus Noise in Damage Detection by Experimental Modal Analysis , 1997 .

[44]  Tshilidzi Marwala,et al.  FAULT IDENTIFICATION USING FINITE ELEMENT MODELS AND NEURAL NETWORKS , 1999 .

[45]  Singiresu S Rao,et al.  Structural damage detection and identification using fuzzy logic , 2000 .

[46]  Paul J. Fanning,et al.  Damage Detection Based on Single-Input-Single-Output Measurements , 2003 .

[47]  Tae W. Lim,et al.  Structural damage detection using real-time modal parameter identification algorithm , 1996 .

[48]  S. S. Law,et al.  DAMAGE LOCALIZATION BY DIRECTLY USING INCOMPLETE MODE SHAPES. TECHNICAL NOTE , 2000 .

[49]  V. G. Idichandy,et al.  Structural monitoring of offshore platforms using impulse and relaxation response , 2001 .

[50]  John E. Mottershead,et al.  Finite Element Model Updating in Structural Dynamics , 1995 .

[51]  Pei-Ling Liu,et al.  Identification and Damage Detection of Trusses Using Modal Data , 1995 .

[52]  S. Law,et al.  Structural Damage Detection from Modal Strain Energy Change , 2000 .

[53]  Colin P. Ratcliffe,et al.  Vibration Technique for Locating Delamination in a Composite Beam , 1998 .

[54]  M. M. Abdel Wahab,et al.  EFFECT OF MODAL CURVATURES ON DAMAGE DETECTION USING MODEL UPDATING , 2001 .

[55]  O. S. Salawu,et al.  BRIDGE ASSESSMENT USING FORCED-VIBRATION TESTING , 1995 .

[56]  Mahmod M. Samman,et al.  VIBRATION TESTING FOR NONDESTRUCTIVE EVALUATION OF BRIDGES. I: THEORY , 1994 .

[57]  David I. McLean,et al.  Application of Dynamic System Identification to Timber Beams - part II , 2001 .

[58]  E. J. Williams,et al.  Applications of the Multiple Damage Location Assurance Criterion , 1999 .

[59]  Scott W. Doebling,et al.  Minimum-rank optimal update of elemental stiffness parameters for structural damage identification , 1996 .

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

[61]  Keith Worden,et al.  An Experimental Appraisal of the Strain Energy Damage Location Method , 2001 .

[62]  Achmad Zubaydi,et al.  Damage identification in a ship’s structure using neural networks , 2002 .

[63]  Nuno M. M. Maia,et al.  DAMAGE DETECTION USING THE FREQUENCY-RESPONSE-FUNCTION CURVATURE METHOD , 1999 .

[64]  C. M. Mota Soares,et al.  A damage identification numerical model based on the sensitivity of orthogonality conditions and least squares techniques , 2000 .

[65]  Jeong‐Tae Kim,et al.  Improved damage identification method based on modal information , 2002 .

[66]  N. Bićanić,et al.  Assessment of damage in continuum structures based on incomplete modal information , 2000 .

[67]  Mahmod M. Samman,et al.  Vibration Testing for Nondestructive Evaluation of Bridges. II: Results , 1994 .

[68]  Alejandro C. Kiriakidis,et al.  Stiffness Evaluation and Damage Detection of Ceramic Candle Filters , 2000 .

[69]  Bart Peeters,et al.  PARAMETERIZATION OF DAMAGE IN REINFORCED CONCRETE STRUCTURES USING MODEL UPDATING , 1999 .

[70]  Jun Zhao,et al.  Sensitivity Study for Vibrational Parameters Used in Damage Detection , 1999 .

[71]  L. Mevel,et al.  Statistical model-based damage detection and localization: subspace-based residuals and damage-to-noise sensitivity ratios , 2004 .

[72]  Byung Hwan Oh,et al.  STRUCTURAL DAMAGE ASSESSMENT WITH COMBINED DATA OF STATIC AND MODAL TESTS , 1998 .

[73]  Norris Stubbs,et al.  Damage identification in beam-type structures: frequency-based method vs mode-shape-based method , 2003 .

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

[75]  K. M. Liew,et al.  Application of Wavelet Theory for Crack Identification in Structures , 1998 .

[76]  Ling Zhang,et al.  Improved Damage Quantification from Elemental Modal Strain Energy Change , 2002 .

[77]  Randall J. Allemang,et al.  A Correlation Coefficient for Modal Vector Analysis , 1982 .

[78]  James M. Ricles,et al.  Damage Detection in Structures by Modal Vibration Characterization , 1999 .

[79]  Rongming Lin,et al.  Structural damage detection using measured FRF data , 1997 .

[80]  V. T. Johnson,et al.  Damage assessment of composite structures—A fuzzy logic integrated neural network approach , 1995 .

[81]  Pc Pandey,et al.  Time-delay neural networks in damage detection of railway bridges , 1997 .

[82]  D. A. Castello,et al.  A structural defect identification approach based on a continuum damage model , 2002 .

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

[84]  Guido De Roeck,et al.  STRUCTURAL DAMAGE IDENTIFICATION USING MODAL DATA. I: SIMULATION VERIFICATION , 2002 .

[85]  M. Krawczuk,et al.  VIBRATION PARAMETERS FOR DAMAGE DETECTION IN STRUCTURES , 2002 .

[86]  Ephrahim Garcia,et al.  Structural Damage Identification: A Probabilistic Approach , 1998 .

[87]  H. Alaylioglu,et al.  Finite element and experimental bases of a practical bridge management and maintenance system , 1999 .

[88]  E. Peter Carden,et al.  EXPERIMENTALLY VALIDATED ADDED MASS IDENTIFICATION ALGORITHM BASED ON FREQUENCY RESPONSE FUNCTIONS , 2004 .

[89]  Keith Worden,et al.  DAMAGE DETECTION USING OUTLIER ANALYSIS , 2000 .

[90]  Philip D. Cha,et al.  Updating Structural System Parameters Using Frequency Response Data , 2000 .

[91]  Arthur J. Helmicki,et al.  Structural Identification for Condition Assessment: Experimental Arts , 1997 .

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

[93]  G. De Roeck,et al.  Damage detection in bridges using modal curvatures: application to a real damage scenario , 1999 .

[94]  Guo-Qiang Li,et al.  A flexibility approach for damage identification of cantilever-type structures with bending and shear deformation , 1999 .

[95]  Vincenzo Gattulli,et al.  Integrated Procedure for Identification and Control of MDOF Structures , 2000 .

[96]  F. Hemez,et al.  Updating finite element dynamic models using an element-by-element sensitivity methodology , 1993 .

[97]  Michèle Basseville,et al.  Subspace-based Fault Detection and Isolation Methods - Application to Vibration Monitoring , 1997 .

[98]  Menahem Baruch,et al.  Modal Data Are Insufficient for Identification of Both Mass and Stiffness Matrices , 1997 .

[99]  Sung-Pil Chang,et al.  Experimental Investigation of System-Identification-Based Damage Assessment on Structures , 2002 .

[100]  Siu-Seong Law,et al.  Dynamic Assessment of Bridge Load-Carrying Capacities. I , 1995 .

[101]  Young-Shin Lee,et al.  A study on crack detection using eigenfrequency test data , 2000 .

[102]  Pc Pandey,et al.  Multilayer perceptron in damage detection of bridge structures , 1995 .

[103]  Tshilidzi Marwala,et al.  DAMAGE IDENTIFICATION USING COMMITTEE OF NEURAL NETWORKS , 2000 .

[104]  Thambirajah Balendra,et al.  Damage Detection of Buildings: Numerical and Experimental Studies , 1995 .

[105]  W. P. De Wilde,et al.  Damage identification in reinforced concrete structures by dynamic stiffness determination , 2000 .

[106]  C. Fritzen,et al.  DAMAGE DETECTION BASED ON MODEL UPDATING METHODS , 1998 .

[107]  John S. Popovics,et al.  NEW DIRECTIONS IN CONCRETE HEALTH MONITORING TECHNOLOGY , 2000 .

[108]  Anindya Ghoshal,et al.  Structural health monitoring techniques for wind turbine blades , 2000 .

[109]  Dr. Zbigniew Michalewicz,et al.  How to Solve It: Modern Heuristics , 2004 .

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

[111]  Antonino Morassi,et al.  Localizing a Notch in a Steel Frame from Frequency Measurements , 1997 .

[112]  Tshilidzi Marwala,et al.  Multiple-Criterion Method for Determining Structural Damage , 1998 .

[113]  Anindya Ghoshal,et al.  Damage detection using finite element and laser operational deflection shapes , 2002 .

[114]  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 .

[115]  Leonard Ziemiański,et al.  Neural networks in mechanics of structures and materials – new results and prospects of applications , 2001 .

[116]  Fabrizio Vestroni,et al.  Detection of damage in beams subjected to diffused cracking , 2000 .

[117]  J. S. Sirkis,et al.  Damage Detection in Beam Structures Using Subspace Rotation Algorithm with Strain Data , 1996 .

[118]  D. Bernal.  Load Vectors for Damage Localization , 2002 .

[119]  D. J. Ewins,et al.  Modal Testing: Theory and Practice , 1984 .

[120]  Dar Yun Chiang,et al.  Structural Damage Detection Using the Simulated Evolution Method , 1999 .

[121]  Hoon Sohn,et al.  Unsupervised learning methods for vibration-based damage detection , 2000 .

[122]  Ahmet E. Aktan,et al.  ISSUES IN INFRASTRUCTURE HEALTH MONITORING FOR MANAGEMENT , 2000 .

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

[124]  Olof Friberg,et al.  Updating Large Finite Element Models in Structural Dynamics , 1998 .