Is Rayleigh Damping Really Different from Viscoelasticity in 1D Systems?

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SUMMARY

The discussion clarifies that Rayleigh damping and viscoelasticity exhibit distinct behaviors in 1D systems, particularly under harmonic excitation. Rayleigh damping is defined by the equation \(D = \alpha M + \beta K\), while viscoelasticity can be modeled using a complex modulus \(K(1 + i \eta)\). The key difference lies in how damping varies with frequency; Rayleigh damping has limitations in multi-degree-of-freedom systems due to its reliance on only two parameters, which can only accurately represent damping at two resonances. This indicates that while Rayleigh damping can approximate certain scenarios, it does not fully replicate the physical behavior of real materials.

PREREQUISITES
  • Understanding of Rayleigh damping and its formulation
  • Familiarity with viscoelastic models and complex modulus
  • Knowledge of ordinary differential equations (ODEs) in mechanical systems
  • Concept of resonance in multi-degree-of-freedom systems
NEXT STEPS
  • Explore the mathematical formulation of Rayleigh damping in multi-degree-of-freedom systems
  • Investigate the differences between Rayleigh damping and Kelvin-Voigt models
  • Learn about the implications of damping on resonance behavior in mechanical systems
  • Study the application of complex modulus in modeling real material behavior under dynamic loading
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Mechanical engineers, researchers in material science, and students studying dynamics and vibrations will benefit from this discussion, particularly those interested in the nuances of damping models in mechanical systems.

muzialis
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Hi there,

I came across the concept of Rayleigh damping. I aqm told it is unrelated to viscoelasticity and as a result is unable to reproduce the behaviour of real materials under harmonic excitation.

I can not understand why.

Considering for simplicity a 1D setting, a ball of mass $$M$$ linked to a rigid wall by a spring of elastic constant $$K$$. Rayleigh damping dictates to model losses via a matrix (in our case, a scalar) given by $$D = \alpha M + \beta K$$.
The motion of the ball under an applied harmonic force is represented by the solution of the ODE
$$M\ddot{x}+D\dot{x}+Kx = F_0 cos(\omega t)$$.
Well it seems to be that this is analogous to considering the material as a Kelvin-type (spring and Newtonian dampener in parallel) viscoelastic one. Not the best representation for real materials, but not too bad in some instances. Is all this correct?

Thanks
 
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One issue is the way the damping varies as the forcing frequency changes.

For example, at a fixed amplitude ##x##, the physical damping mechanism may dissipate a constant amount of energy per cycle of the motion, independent of the frequency. In that case a better model of the damping for a steady state response is ##M\ddot x + K(1 + i \eta)x = F_0 \cos(\omega t)## where ##\eta## is the damping parameter (and ##i = \sqrt{-1}##).

That model has some fundamental differences from viscous or Rayleigh damping. For example the phase angle between the applied force and the displacement is different.

Another issue is a damped multi degree of freedom system where the response has several resonance peaks at different frequencies. For Rayleigh damping you only have two parameters, so you can only get the correct damping at two of the resonances.
 
AlephZero,

thank you for your reply.
I understand that the first model you mention, with the complex modulus $$K(1+\eta i)$$ might be more appropriate for some physical situations, and I appreciate your remark on the possibility of multiple resonating frequencies.

But in 1D, assuming that a Kelvin viscous model is physically appropriate, am I right in saying that for such situation Rayleigh damping is fully equivalent?

Many thanks
 
For one degree of freedom, M D and K are just scalars (not matrices). If D has the value you want, it doesn't matter how you get that value.

For a multi degree of freedom system, you have ##n^2## matrix entries in D, and if you specify D by a "simple" formula like Rayleigh damping, they are not all independent.
 
AlephZero, thank you for your reply. I understand the differences between the scalar and tensorial case, I was checking my understanding of Rayleigh damping on a case I am particularly interested in, having been misguided by a statement from a colelgaue stating that Rayleigh damping is different from viscoelasticity even in 1D.
 

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