me 440 intermediate vibrations tu, march 3, 2009 single dof harmonic excitation © dan negrut, 2009...

ME 440Intermediate Vibrations

Tu, March 3, 2009Single DOF Harmonic Excitation

© Dan Negrut, 2009ME440, UW-Madison

Before we get started…

Last Time: Discussed Design Problem Covered Response of Damped System Under Rotating

Unbalance

Today: HW Assigned (due March 10): 3.35, 3.36

For 3.36, is provided in the picture

Material Covered: Examples Beating phenomena Support excitation 2

Example [AO1]

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Example [AO1] (Cntd)

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Lateral stiffness, one leg From Mechanics of Materials:

: Maximum deflection

Bending Moment caused by

Bending Stress caused by

New Topic:

Beating Phenomenon For undamped system, if forcing frequency is close to, but not

exactly equal to, the natural frequency of the system, a phenomenon known as beating may occur.

Vibration amplitude builds up and then diminishes in a regular pattern.

Go back to the undamped forced vibration:

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Solution expressed in one of the following two equivalent forms:

Beating Phenomenon (Cntd)

Assume zero initial conditions:

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Assume zero initial conditions:

Response becomes:

Use next the following trigonometric identity (“sum to product” rule):

The response of the system can then be written as

Beating Phenomenon (Cntd)

Assume forcing frequency slightly smaller than natural frequency:

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Assume is small positive quantity, multiplied by 2 for convenience only The following then hold

Then the time evolution of system can be equivalently expressed as

Beating Phenomenon (Cntd)

No force excitation case:

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Time evolution of mass m:

Force excitation at frequency (close to n):

Time evolution of mass m:

Beating Phenomenon Comments

Since is small, the function sin(t) varies slowly Period equal to 2/, which is large…

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The way to interpret the quantity in square parentheses above: A very small varying amplitude for a vibration that otherwise is

characterized by a frequency (the frequency of the excitation force)

Nomenclature:

Period of Beating:

Frequency of Beating:

New Topic:

Support Excitation Framework of the problem at hand:

You have a machine positioned somewhere on the floor The floor vibrates (assumed up and down motion only) How is the machine going to oscillate (vibrate) in response to

this excitation of the support (base, floor)? Why’s relevant?

Maybe you can select the values of k and c and isolate the vibration of the floor, get the machine to stay still in spite of the floor vibrating…

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The perspectives from which you can tackle the problem: Investigating the absolute motion of the machine

Motion described relative to a fixed (therefore inertial) reference frame

Investigating the relative motion of the machine Motion described relative to the motion of the support

The “Absolute Motion” Alternative

Notation used: x(t) captures the motion of the

machine y(t) captures the motion of the base

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EOM: Apply N2L for body of mass m:

Leads to

Equivalently,

The “Absolute Motion” Alternative (Cntd)

Motion of the floor considered known You can always measure the vibration of the floor…

Assumed to be of the form

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If floor motion not in this form but some other general periodic function use Fourier Series Expansion and then fall back on the principle of superposition

Based on the assumed expression of the floor motion, EOM becomes

Note that this looks as though the mass m is acted upon a force whose expression is the RHS of the EOM above:

The “Absolute Motion” Alternative (Cntd)

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Steady-state response of the mass is then given by

NOTE: Phase angle 1 will be the same for both terms above

It depends on the values m, c, k, . It does not depend on the amplitude of the excitation

Expression of xp(t) can be further “massaged” to assume a more compact form (see next slide)

The “Absolute Motion” Alternative (Cntd)

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Equivalent form of response

The angles are defined as

The “Absolute Motion” Alternative (Cntd)

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Amplification factor finally evaluated as

Recall the important question here How can you have a small X even when Y is large?

In practice, given m (mass of machine) and frequency of oscillation , you choose those values of k and c that minimize the value of the amplification ratio above…

Example: Vehicle Vibration

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