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Use of operational deflection shapes for structural damage detection

  • K. Waldron
  • , Anindya Ghoshal
  • , Mark Schulz
  • , Sundaresan
  • , F. Ferguson
  • , P. Frank Pai
  • , J. H. Chung
  • North Carolina Agricultural and Technical State University

Research output: Chapter in Book/Report/Conference proceeding › Chapter › peer-review

2 Scopus citations

Abstract

Damage detection can increase safety, extend serviceability, reduce maintenance costs, and define reduced operating limits for structures. Vibration-based methods are new approaches being investigated to detect damage in various types of structures. These methods are considered to be more globally sensitive to damage than localized methods such as ultrasonic and eddy current methods. However, the interpretation of vibration responses to identify damage is challenging, and the degree of the success of the methods is dependent on the numbers and types of sensors and actuators applied. One technique that is promising is the use of Operational Deflection Shapes (ODS) for structural damage detection. The ODS are the actual vibration displacement or velocity patterns of a structure that is responding in the steady-state condition to a specific structural loading. In this paper, the ODS are represented as summations of scaled mode shapes and it is demonstrated how ODS can be used to identify structural damage. Generation of experimental ODS is performed using a scanning laser doppler vibrometer and a piezoceramic actuator, and examples of damage detection on a beam structure are presented.
Original languageEnglish
Title of host publicationProceedings of the International Modal Analysis Conference - IMAC
PublisherSEMUnited States
Pages1194-1199
Number of pages6
Volume2
EditionIssue
StatePublished - Jan 1 2000

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