Review of vibration-based damage detection and condition assessment of bridge structures using structural health monitoring

As a part of vital infrastructure and transportation networks, bridge structures must function safely at all times. However, due to heavier and faster moving vehicular loads and function adjustment, such as Busway accommodation, many bridges are now operating at an overload beyond their design capacity. Additionally, the huge renovation and replacement costs always make the infrastructure owners difficult to undertake. Structural health monitoring (SHM) is set to assess condition and foresee probable failures of designated bridge(s), so as to monitor the structural health of the bridges. The SHM systems proposed recently are incorporated with Vibration-Based Damage Detection (VBDD) techniques, Statistical Methods and Signal processing techniques and have been regarded as efficient and economical ways to solve the problem. The recent development in damage detection and condition assessment techniques based on VBDD and statistical methods are reviewed. The VBDD methods based on changes in natural frequencies, curvature/strain modes, modal strain energy (MSE) dynamic flexibility, artificial neural networks (ANN) before and after damage and other signal processing methods like Wavelet techniques and empirical mode decomposition (EMD) / Hilbert spectrum methods are discussed here.

[1]  John T. DeWolf,et al.  Passive Structural Health Monitoring of Connecticut's Bridge Infrastructure , 2007 .

[2]  Billie F. Spencer,et al.  Online damage diagnosis for civil infrastructure employing a flexibility-based approach , 2006 .

[3]  Paulo J. S. Cruz,et al.  Performance of Vibration‐Based Damage Detection Methods in Bridges , 2009, Comput. Aided Civ. Infrastructure Eng..

[4]  Walter M. West,et al.  Illustration of the use of modal assurance criterion to detect structural changes in an Orbiter test specimen , 1986 .

[5]  Arthur J. Helmicki,et al.  Condition Assessment for Bridge Management , 1996 .

[6]  Mark Richardson,et al.  FAULT DETECTION IN STRUCTURES FROM CHANGES IN THEIR MODAL PARAMETERS , 1989 .

[7]  Caiqian Yang,et al.  Structural health monitoring of an existing PC box girder bridge with distributed HCFRP sensors in a destructive test , 2008 .

[8]  J Maeck,et al.  Dynamic Bending and Torsion Stiffness Derivation from Modal Curvatures and Torsion Rates , 1999 .

[9]  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 .

[10]  Todd Barr,et al.  Words to Walk By: Exploring Literary Brisbane , 2005 .

[11]  Alex Berman,et al.  Theory of Incomplete Models of Dynamic Structures , 1971 .

[12]  M. L. Wang,et al.  Structural Damage Detection Using an Iterative Neural Network , 2000 .

[13]  Charles R. Farrar,et al.  Comparative study of damage identification algorithms applied to a bridge: I. Experiment , 1998 .

[14]  S. Park,et al.  A global non-destructive damage assessment methodology for civil engineering structures , 2000, Int. J. Syst. Sci..

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

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

[17]  Bart Peeters,et al.  One year monitoring of the Z24-bridge : Environmental influences versus damage events , 2000 .

[18]  Roberto A. Osegueda,et al.  Damage localization in a space truss model using modal strain energy , 1997 .

[19]  Jan Ming Ko,et al.  Modal sensitivity analysis of Tsing Ma Bridge for structural damage detection , 2000, Smart Structures.

[20]  H. G. Natke,et al.  Damage detection and reliability evaluation of existing structures , 1994 .

[21]  Glauco Feltrin,et al.  Damage Identification Using Modal Data: Experiences on a Prestressed Concrete Bridge , 2005 .

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

[23]  James M. W. Brownjohn,et al.  Residual stiffness assessment of structurally failed reinforced concrete structure by dynamic testing and finite element model updating , 2003 .

[24]  J. M. Ko,et al.  Damage Detection in Steel Framed Structures by Vibration Measurement Approach , 2001 .

[25]  Michael D. Todd,et al.  Signal processing and damage detection in a frame structure excited by chaotic input force , 2003, SPIE Smart Structures and Materials + Nondestructive Evaluation and Health Monitoring.

[26]  Jay Chung Chen,et al.  Nonlinear and chaotic behavior of structural system investigated by wavelet transform techniques , 2001 .

[27]  Gamil Tadros,et al.  Long-term structural health monitoring of the Crowchild Trail Bridge , 2008 .

[28]  Il-Bum Kwon,et al.  Damage detection system of a real steel truss bridge by neural networks , 2000, Smart Structures.

[29]  A. K. Pandey,et al.  Experimental verification of flexibility difference method for locating damage in structures , 1995 .

[30]  Norris Stubbs,et al.  Field Verification of the Damage Index Method in a Concrete Box‐Girder Bridge via Visual Inspection , 2001 .

[31]  John H G Macdonald,et al.  Variation of modal parameters of a cable-stayed bridge identified from ambient vibration measurements and FE modelling , 2005 .

[32]  H. G. Natke Updating computational models in the frequency domain based on measured data: a survey , 1988 .

[33]  Keith Worden,et al.  Processing signals for damage detection in structures using neural networks , 1994, Smart Structures.

[34]  Charles R. Farrar,et al.  The fundamental axioms of structural health monitoring , 2007, Proceedings of the Royal Society A: Mathematical, Physical and Engineering Sciences.

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

[36]  C. Chui,et al.  A general framework of compactly supported splines and wavelets , 1992 .

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

[38]  Alessandro Agneni On the Use of the Gauss Filter in Modal Parameter Estimation , 2000 .

[39]  Jeffrey Poacher WORDS TO WALK BY , 2005 .

[40]  H. G. Natke Application of system identification in engineering , 1988 .

[41]  Chin-Hsiung Loh,et al.  Nonlinear Identification of Dynamic Systems Using Neural Networks , 2001 .

[42]  Arvid Hejll,et al.  Structural health of bridges : monitor, assess and retrofit , 2004 .

[43]  Michael Link,et al.  Identification of damage parameters of a full-scale steel structure damaged by seismic loading , 2001 .

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

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

[46]  John E. Mottershead,et al.  Damage Location in Beams by Using Rigid-Body Constraints , 1999 .

[47]  Gregory W. Reich,et al.  Experimental application of a structural health monitoring methodology , 2000, Smart Structures.

[48]  Hoon Sohn,et al.  A review of structural health monitoring literature 1996-2001 , 2002 .