Harmonic Response Analysis and Modal

- February 27, 2022 at 4:02 pm
  
  Ali_Raza
  Subscriber
  
  I did modal analysis and check harmonic response of the cantilever beam bonded with PZT patch and load at one end while other end is fixed. When I do modal analysis the result show around 750 mm deformation at 119 Hz Frequency while the total length of beam beam is 120mm. Is it possible such type of deformation while the beam is only 120mm (See attached Picture)
  Harmonic Response.PNG
- February 28, 2022 at 1:52 am
  
  peteroznewman
  Subscriber
  
  Please don't submit duplicate posts.