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Dynamic Investigations

by Salim Belouettar last modified 2006-10-20 09:53

The dynamic parameters of the CFRP specimen were investigated under different conditions:

 

Support

−      freely suspended

−      on defined springs

−      soft foam

 

Excitation

−        impulse hammer

−        electrodynamic shaker (Brüel&Kjaer 4809)

−        HP CFP modules of NMW

 

Type of Excitation

−        impulse

−        sweep 2500 ¸ 4000 Hz

−        band-limited noise 2000 ¸ 5000 Hz

 

Sensor System

−        scanning laser doppler vibrometer

−        piezoelectric accelerometer

 

Scanning Laser Doppler Vibrometer Polytec PSV 400 with CFRP specimen

Excitation

Band-limited noise by electrodynamic shaker. 2000 Hz to 5000 Hz

Summary

 

 

Test series

Noise

Impulse excitation

Exciter Sweep

Discrete Sinus

Suspension
of plate

free-free (see
figures 76, 77)

free-free (see
figure 82)

free-free (see figure 85)

on springs (see figure 87)

Sensor

laser vibrometer

piezoelectric acceleration sensor

laser vibrometer

Excitation

band-limeted noise, electrodynamic shaker, 2000 Hz  to 5000 Hz

impulse with EMA hammer and wrench

sweep, electro-dynamic shaker, 2000 Hz to 5000 Hz

discrete sinus at eigenfrequency, PZT actuator, dying-down

Determined parameters

eigenfrequencies, mode shapes

D ≈ 1 to 2 % of critical damping

D ≈ 3 % of critical damping

D ≈ 0,4 to 1 % of critical damping

  •           measured natural frequencies (and mode shapes) match simulation
  • damping with impulse excitation (low amplitudes)            D = 1 ¸ 2 % of critical damping
  • damping with vibration exciter                                        D » 3 % of critical damping
  •  laser vibrometer measurements with discrete sinuas:       D = 0,4 ¸ 1 of critical damping

  

 Beams and Composites with PZT sensors and actuators for active control

 

In many industrial and defence applications, noise and vibration are important problems. Over the past years, control of sound and vibration has been and still is subject of extensive research work, and examples of applications are now numerous. The three most common classifications of vibration control are:

 

·                passive

·                active

·                hybrid control

 

Passive control involves the use of reactive or resistive devices that either load the transmission path of the disturbing vibration or absorb vibration energy. Active control also loads the transmission path, but by the use of actuators that generally require external energy counteracting forces are applied. Hybrid control integrates passive approach with an active control structure. For hybrid control it is necessary to investigate composite materials together with sensors and actuators. The following beams were available and investigated:

 

6.2.1                      Beam 1: Aluminium – PZT Plate

6.2.2                      Beam 2: Aluminium – PZT Plate

6.2.3                      Beam 3: GFRP – HP-PFC

6.2.4                      Beam 4: GFPR – HP-PFC

6.2.5                      Beam 5: CFPR – HP-PFC

 

For further details with regard to the beams investigated, please see Attachment 1

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