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An edition of Theory of vibration with applications (1972) Theory of vibration with applic, Cheat Sheet of Engineering

An edition of Theory of vibration with applications (1972) Theory of vibration with applications 4th ed. by William Tyrrell Thomson 0 Ratings 6 Want to read 1 Currently reading 1 Have read This edition doesn't have a description yet. Can you add one?

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EXAM
1,
ME
461,
February
22,
2012 Name
Read
each
problem
carefully.
There
are
three
pages
and
three
problems,
each
worth
10
points.
Include
units
in
your
answers,
as
appropriate.
Total
points:
30.
1.
(10
pts)
The
uniform
bar
of
mass
m
and
total
length
L
=
4a,
sketched
below,
rotates
by
an
angle
0
(assumed
small)
about
a
frictionless pin
at
point
0,
and
lies
in
the
horizontal
plane.
The
mass
M
2tn
is
considered to
be
a
concentrated
mass.
Find
the
equation
of
motion
in
terms
of
0
and
the parameters
a,
k,
c,
and
in.
(Note
that
for
a
uniform
slender
bar
of
length
L,
the
mass
moment
of
inertia
about
its
center
of
mass
0
is
‘G
=±mL2)
Ic)
~Bar
~
In,
7-
1
4-
(~J
yfl~ØZ
S
f(tn~(3o;)
30~
1k
•1”I
c4E~4+
G
a
——
3
3
pf3

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EXAM 1, ME 461, February 22, 2012 Name Read each problem carefully. There are three pages and three problems, each worth 10 points. Include units in your answers, as appropriate. Total points: 30.

  1. (10 pts) The uniform bar of mass m and total length L = 4a, sketched below, rotates by an angle 0 (assumed small) about a frictionless pin at point 0, and lies in the horizontal plane. The mass M 2tn is considered to be a concentrated mass. Find the equation of motion in terms of 0 and the parameters a, k, c, and in. (Note that for a uniform slender bar of length L, the mass moment of inertia about its center of mass 0 is ‘G =±mL2)

Ic) ~Bar ~

In, 7-

1 4- (~J yfl~ØZ S f(tn~(3o;) 30~

1k

•1”I c4E~4+ G a —— 3 3

  1. (10 pts) The rigid bracket sketched below, with bar lengths L, is given an initial condition and its free vibration as measured. It is viscously damped. The equation of motion is also given for small angles 0. If in = 3 kg, k = 800 N/m, and xo/x2 = 1.87 is the ratio of the initial peak to the peak that occurs two cycles later, find the viscous damping coefficient, c. You can use small ~ approximations. C 4f~)flJt~f 20/5) - 3(gooW1~) k

a

L \JV~ (c~u c) ma~ê + ca2A + ka28 = 6 ~ ~Z~ 20 c/


  • IL/fl ~ S = C ,L-.~ 1, o~oc Sw~d~ I 3k +00 t-~ fl

tSwn

~vt. t, )k4~ 3

n *

B 8

$•qA 2-

*¥6B 63.

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