On the use of non-linear vibrations and the anti-resonances of Higher-Order Frequency Response Functions for crack detection in pipeline beam

Abstract The identification of new scientific challenges, as well as the increasing high-performance computing support, indicates that the benefits of applying novel nonlinear techniques for crack detection will continue to grow. So, significant effort has been invested in recent years to develop effective techniques to detect crack in mechanical structures. The objective of this paper is to discuss and propose a robust diagnostic of damage based on non-linear vibrational measurements with particular regard to the Higher-Order Frequency Response Functions. An important observation is that the appearances of the non-linear harmonic components and the emerging anti-resonances in Higher-Order Frequency Response Functions can provide useful information on the presence of cracks and may be used on an on-line crack monitoring system for small levels of damage. Efficiency of the proposed methodology is illustrated through numerical examples for a pipeline beam including a breathing crack.

[1]  Martin Veidt,et al.  Crack detection in hollow section structures through coupled response measurements , 2003 .

[2]  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 .

[3]  Jean-Jacques Sinou,et al.  Detection of cracks in rotor based on the 2× and 3× super-harmonic frequency components and the crack–unbalance interactions , 2008 .

[4]  I. W. Mayes,et al.  The Vibrational Behavior of a Multi-Shaft, Multi-Bearing System in the Presence of a Propagating Transverse Crack , 1984 .

[5]  Jean-Jacques Sinou,et al.  A review of damage detection and health monitoring of mechanical systems from changes in the measurement of linear and non-linear vibrations , 2009 .

[6]  Andrew D. Dimarogonas,et al.  Vibration of cracked structures: A state of the art review , 1996 .

[7]  A. Morassi,et al.  The use of antiresonances for crack detection in beams , 2004 .

[8]  Jyoti K. Sinha,et al.  Some comments on use of Antiresonance for Crack Identification in Beams , 2005 .

[9]  A. Trochidis,et al.  CRACK IDENTIFICATION IN BEAM STRUCTURES USING MECHANICAL IMPEDANCE , 2002 .

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

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

[12]  I. Mayes,et al.  Analysis of the Response of a Multi-Rotor-Bearing System Containing a Transverse Crack in a Rotor , 1984 .

[13]  Jean-Jacques Sinou,et al.  Damage Assessment Based on the Frequencies' Ratio Surfaces Intersection Method for the Identification of the Crack Depth, Location and Orientation , 2007 .

[14]  Andrew D. Dimarogonas,et al.  Crack identification in beams by coupled response measurements , 1996 .

[15]  R. Ruotolo,et al.  Evaluation of the non-linear dynamic response to harmonic excitation of a beam with several breathing cracks , 2000 .

[16]  M. Friswell,et al.  Simulation of the dynamic response of a cracked beam , 2002 .

[17]  Jean-Jacques Sinou,et al.  A robust identification of single crack location and size only based on pulsations of the cracked system , 2007 .

[18]  E. Wolf Fatigue crack closure under cyclic tension , 1970 .

[19]  P. Gudmundson The dynamic behaviour of slender structures with cross-sectional cracks , 1983 .

[20]  S. Cheng,et al.  VIBRATIONAL RESPONSE OF A BEAM WITH A BREATHING CRACK , 1999 .