A new energy indicator in damage locating vector method (DLV) for detecting multiple damaged positions in beam and truss structures

The paper presents a new indicator called normalized energy index (nei) in damage locating vector method (DLV) for detecting multiple damaged positions in beam and truss structures. In the DLV method, a set of load vectors, which is extracted from the change in flexibility matrix between an undamaged structure and a damaged one, is applied as static loads to the undamaged structure which are evaluated via the finite element modeling. Then, the nei values are computed for each element by using the displacements. In order to verify the accuracy and efficiency of a proposed indicator, a cantilevered beam and a 14-bay planar truss are considered.

[1]  Hong Hao,et al.  Vibration-based Damage Detection of Structures by Genetic Algorithm , 2002 .

[2]  Gun Jin Yun,et al.  An improved mode accuracy indicator for Eigensystem Realization Analysis (ERA) techniques , 2012 .

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

[4]  Wei-Xin Ren,et al.  Damage detection by finite element model updating using modal flexibility residual , 2006 .

[5]  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 .

[6]  Ali Kaveh,et al.  Truss optimization with natural frequency constraints using a hybridized CSS-BBBC algorithm with trap recognition capability , 2012 .

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

[8]  Khoa Viet Nguyen,et al.  Multi-cracks detection of a beam-like structure based on the on-vehicle vibration signal and wavelet analysis , 2010 .

[9]  Billie F. Spencer,et al.  Experimental Verification of the Flexibility-Based Damage Locating Vector Method , 2007 .

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

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

[12]  Qiuhai Lu,et al.  MULTIPLE DAMAGE LOCATION WITH FLEXIBILITY CURVATURE AND RELATIVE FREQUENCY CHANGE FOR BEAM STRUCTURES , 2002 .

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

[14]  Chih-Chen Chang,et al.  Structural Damage Assessment Based on Wavelet Packet Transform , 2002 .

[15]  S. M. Seyedpoor A two stage method for structural damage detection using a modal strain energy based index and particle swarm optimization , 2012 .

[16]  S. M. Seyedpoor,et al.  An efficient method for structural damage localization based on the concepts of flexibility matrix and strain energy of a structure , 2013 .

[17]  Y. Yana,et al.  Development in vibration-based structural damage detection technique , 2007 .

[18]  Ser Tong Quek,et al.  Structural damage detection using enhanced damage locating vector method with limited wireless sensors , 2009 .

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

[20]  SuzanneWeaver Smith,et al.  Model Correlation and Damage Location for Large Space Truss Structures , 1991 .

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

[22]  M. H. Aliabadi,et al.  Damage detection in smart structures using neural networks and finite-element analyses , 2016 .

[23]  E. Peter Carden,et al.  Vibration Based Condition Monitoring: A Review , 2004 .

[24]  David C. Zimmerman,et al.  Model Refinement and Damage Location for Intelligent Structures , 1992 .