Chapter 3 - Free Vibration with Viscous Damping Flashcards

1
Q

What are Dampers?

A

Devices which give a force proportional to velocity. Often modelled as dashpots.

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2
Q

What force do dampers create?

A

When two bodies approach each other with a velocity x(dot), a damper will seek to push them apart with a force cx(dot).

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3
Q

Can you draw a mass, spring, damper system and its fbd? What is the resulting e.o.m?

A

YES OR NO. mx(double dot) + cx(dot) + kx = 0.

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4
Q

what is the damping ratio equation?

A

ζ = c/2mωn

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5
Q

Dividing through the e.o.m by m gives?

A

x(double dot) + 2ζωnx(dot) + ωn^(2)x = 0

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6
Q

Assuming a solution looks like x=Ae^(p.t), what is the resulting general solution for the e.o.m?

A

do the sums….. x = Ae^[-ζωn + ωnsqrt(ζ^(2)-1)]t + Be^[-ζωn - ωnsqrt(ζ^(2)-1)]t

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7
Q

What does the nature of the damped behaviour depend on?

A

The value of ζ (damping ratio).

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8
Q

What happens to the solution when ζ <1.

A

This is called subcritical damping. The term in the square root goes complex so the solution has to be re-written to account for this:
x = Ae^[-ζωn + ωn.i.sqrt(1-ζ^(2))]t + Be^[-ζωn - ωn.i.sqrt(1-ζ^(2))]t

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9
Q

When and why do we introduce the idea of damped natural frequency?

A

We need to consider that, unlike coulomb damping, viscous damping will affect the frequency of the system. So we introduce damped natural frequency: ωd = ωnsqrt(1-ζ^(2)).

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10
Q

Inserting damped natural frequency into our solution gives?

A

x = Ae^[-ζωn + i.ωd]t + Be^[-ζωn - i.ωd]t

=> x= e^(-ζ.ωn.t)[Ae^(i.ωd.t) + Be^(-i.ωd.t)]

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11
Q

Using euler’s equation on this solution gives?

A

x=e^(-ζ.ωn.t)[Pcos(ωd.t) + Qsin(ωd.t)]

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12
Q

Using the Harmonic addition theorem on the term in square brackets gives?

A

x=e^(-ζ.ωn.t)[Rsin(ωd.t+ phi)]

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13
Q

What is the damped system a sum of?

A

An oscillatory component and an exponential-decay component. DRAW DIAGRAMS.

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14
Q

What happens to the solution if damping ratio is = 1?

A

Critical damping. x= Ae^(-ωnt) + Be^(-ωnt) = Ce^(-ωnt).

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15
Q

Can you draw and describe the response?

A

DRAW. No oscillatory term. Exponential decay. The mass will come to a halt just as it reaches the neutral position. This is the quickest way to ‘stop’ the motion without overshoot, but it never really stops.

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16
Q

What happens to the solution if the damping ratio is >1?

A

Once again there is no oscillatory term. However, the mass will approach the neutral position more slowly than it otherwise might. DRAW. (t–>infinity as x–>0).