VIBRATIONS Flashcards

1
Q

What is a freedom class Muu?

A
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2
Q

Why don’t we take into account the damping to calculate the eigenfrequencies?

A

The solution to the differential equation becomes too complex.

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3
Q

How do I get the eigenfrequencies of a system? How many natural frequencies does a system have?

A

One natural frequency for each degree of freedom. At each natural frequency, the system will vibrate at a different mode shape.

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4
Q

Why do we need the modal space?

A
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5
Q

What is the physical interpretation of the modal space?

A
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6
Q

What do we need stiffness or mass normalization for?

A
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7
Q

Where does the frequency compliance response comes from?

A

The system receives a sinusoidal input. The graph shows the amplitude of the output in terms of the frequency, and it has a maximum in the natural frequency. Resonance

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8
Q

How does the response vary if I input the response function in node 1 or in node 3?

A
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9
Q

When do we use the lump mass matrix? And when the consistent mass matrix?

A
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10
Q

How many natural frequencies does a system have?

A

Only one that depends on the lumped mass and the spring stiffness.

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11
Q

Different types of damping:

A
  1. Underdamped: regular damping, amplitude decreases with the time.
  2. Overdamped: no vibration will occur. A very viscous fluid is inserted in the damper.
  3. Critically damped: limit between both cases, it appears to begin vibrating, but it stops just before any vibration x=0 (middle). Just the limit value of damping enough to suppress vibrations, not so viscous.
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12
Q

How do you define the damping ratio?

A
  1. The ratio between the damping coefficient of the system and the coefficient that would result in a critical damping response.
    [damp_ratio=c/c_crit] underdamped: damp_ratio < 1
  2. It can also be calculated from the logarithmic decrement.
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13
Q
A

One degree of freedom for each mass or for each moving coordinate.

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