Module 1: Overview of Structural Health Monitoring (SHM)
  Lecture 15: Vibration based damage detection
 

Potential strain energy change based damage indicator

  • Commonly known that for a timeshenko beam the strain energy,
(15.6)


  • Clear relation between the strain change and the second derivative of every mode shape
  • Natural frequency change,depending on a damage location along the beam length.
(15.7)

 

Hybrid Damage Detection method (HDD)

  • Utilizing natural frequencies and mode shapes for fatigue damage detection

 

  Experimental set for data gathering

  • Mode shape are sensitive to damage
  • Mode shapes have been obtained experimentally
  • To obtain the modal parameters
  • Frequency Response Functions (FRFs) via Fast Fourier Transformation
  • Determination of natural frequencies by finding local maxima in averaged FRF graph
  • Those frequencies have been examine ODS (operational deflection shapes).

Figure 15.3: Expermental setup for data generation