Find Practical Resonance Frequencies in Linear Differential Equations

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SUMMARY

The discussion focuses on determining practical resonance frequencies in second-order linear differential equations, particularly in systems with damping. The governing equation is presented as 𝑴𝑥̈ + 𝑲𝑥 = 𝑭₀, where 𝑴 and 𝑲 are mass and stiffness matrices, respectively. The natural frequencies are derived from the generalized eigenvalues of the system, expressed as -𝑴⁻¹𝑲𝑥 = ωₙ²𝑥. To find practical resonance frequencies considering damping, the equation modifies to 𝑴𝑥̈ + 𝑪𝑥̇ + 𝑲𝑥 = 𝑭₀, necessitating a generalization of the practical frequency formula.

PREREQUISITES
  • Understanding of second-order linear differential equations
  • Familiarity with eigenvalue problems in linear algebra
  • Knowledge of damping effects in mechanical systems
  • Basic proficiency in matrix operations and manipulations
NEXT STEPS
  • Study the derivation of eigenvalues in the context of 𝑴𝑥̈ + 𝑲𝑥 = 𝑭₀
  • Learn about the impact of damping on resonance frequencies in systems of equations
  • Explore practical frequency calculations for multi-degree-of-freedom systems
  • Review resources on linear differential equations and their applications in engineering
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Students and professionals in engineering, particularly those specializing in mechanical systems, control theory, and applied mathematics, will benefit from this discussion.

Kostas1335
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I would like to know what is the equation upon which I can use to determine the practical resonance frequencies in a system of second order, linear differential equations.
Hi all,

I would like to know what is the equation upon which I can use to determine the practical resonance frequencies in a system of second order, linear differential equations.

First some definitions: What I mean by practical resonance frequencies, is the frequencies that a second order linear system of differential equations with damping, exhibits in its solution. In other words the practical resonance frequency approaches the natural frequency, if the damping on the system approaches zero.

Now with that clear, let's look a the math:

We have the following differential equation with its coefficients for mass ##\mathbf{M}## and stiffness ##\mathbf{K}## being ##n\times n## matrices:
$$ \mathbf{M} \ddot{x} + \mathbf{K} x = \mathbf{F_0} $$
From the above, we know that the system's natural frequency for every mass element in the mass matrix is the square root of the generalised eigenvalues:
$$-\mathbf{M}^{-1} \mathbf{K} x= \omega_n^2 x$$
where it is visible that the eigenvalues ##\lambda = \omega_n^2##. Consequently we solve to find ##\lambda## in the equation above, and take its square root to determine the natural frequencies.

My question lies on how does the above eigenvalue problem gets expressed in order to find the practical frequency this time, for the case where damping is taken into account. So the system of equations would now be:
$$ \mathbf{M} \ddot{x} + \mathbf{C} \dot{x} + \mathbf{K} x = \mathbf{F_0} $$
I know that in the case were we are not dealing with a system of equations, but with coefficients with one value only, we can find the practical frequency as:
$$\omega_r = \sqrt{ \frac{k}{m} - \frac{c^2}{2m^2} }$$
However I cannot seem to be able to understand how to generalise the above for the case for when I have a system of equations.

Your help on this one would be greatly appreciated. As you understand I am just now starting to learn about this equations.

Kind Regards,

Kostas.
 
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