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1. Consider Spring-Mass-Damper system with K= 4000 N/m, W= 100 N and C= 40 N.s/m. Find the Steady-state and the total response of the system under the harmonic force F= 200 sin 10t, for initial conditions x= 10 cm at t=0 and x' = 0 at t=0.
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Mechanical Vibrations
Q) Consider Spring-Mass-Damper system with K= 4000 N/m, W= 100 N and C= 40 N.s/m. Find the Steady-
state and the total response of the system under the harmonic force F= 200 sin 10t, for initial conditions x= 10
cm at t=0 and x' = 0 at t=0.
Expand
Transcribed Image Text
Q) Consider Spring-Mass-Damper system with K= 4000 N/m, W= 100 N and C= 40 N.s/m. Find the Steady-state and the
total response of the system under the harmonic force F= 200 sin 10t, for initial conditions x= 10 cm at t=0 and x' = 0 at
t=0.
Given data
Spring constant K = 4000N/m
Weight W = 100N
Damping constant C = 40 N ⎯ s/m
To determine the steady state and the total response of the system under
harmonic f orce F = 200 sin 10t
f or the initial conditions x = 10cm and at t = 0 and x = = 0 at t = 0?
. (^) dx
dt
Calculation of mass using weight
W = mg = 100N
m =
W g
g = Acceleration due to gravity = 10m/sec
2
m =
100 10
mass m = 10kg
Equation of motion f or the system and given f orce system
m + C + Kx = F (
t )
d 2 x
dt^2
dx
dt
10 + 40 + 4000x = 200sin10t
d x
2
dt^2
dx dt
d 2 x
dt^2
dx
dt
Calculation of general solution f or the obtained dif f erential equation
d 2 x
dt^2
dx
dt
General solution consists of homogeneous solution and perticular integral
x (
t )
= xc +xt
Homogeneous solution
d 2 x
dt^2
dx
dt
m + 4m + 400 = 0
2
m =
⎯ 4 ± (^) √ 16 ⎯ 4 ( 1 )( 400 )
2
m =
⎯ 4 ± √ 16 ⎯ 1600
2
m = ⎯ 2 ± 6i 11
xc = A e( + B
⎯2+6i √ (^11) )t e(
⎯ 2 ⎯6i √ (^11) )t
Calculation of perticular integral
xp
20 sin 10t
D^2 +4D+
d dt
2 d^
2
dt^2
xp =
20sin10t ⎯100+4D+
xp =
20sin10t 4D+
xp =
5sin10t D+
Apply compdendo and dividendo
xp = ×
5sin10t D+
(D ⎯ 75 )
(D ⎯ 75 )
xp =
5(D ⎯ 75 )sin10t
D ⎯
2 75
2
xp =
5(D ⎯ 75 )sin10t
102 ⎯ 752
xp =
(D ⎯ 75 )sin10t
⎯ 1145
xp =
10 cos 10t ⎯75 sin 10t ⎯ 1145
xp =
15sin10t ⎯2cos10t 229
t )
xp = sin10t ⎯ cos10t
15 229
2 229
General solution x (
t )
t )
t )
xc xp
t )
xc = A e( + B
⎯2+6i √ (^11) )t e(
⎯ 2 ⎯6i √ (^11) )t
t )
xp = sin10t ⎯ cos10t
15 229
2 229
x (
t )
t )
t )
xc xp
x (
t )
e( + (^) [ sin10t ⎯ cos10t]
⎯2+6i √ (^11) )t e(
⎯ 2 ⎯6i √ (^11) )t 15 229
2 229
Apply the given boundary conditions
At t = 0 ; x = 10cm = 0. 1m
2 229
249 2290
At t = 0, = 0
dx
dt
150 229
6i 11 (A ⎯ B) ⎯ (^2) [ ] = ⎯
249 2290
150 229
167i
2290 √ 11
Add the equations (
and (
249 2290
167i
2290 √ 11
249 4580
167i
4580 √ 11
249 2290
249 4580
167i
4580 √ 11
249 4580
167i
4580 √ 11
x (
t )
e( + (^) [ sin10t ⎯ cos10t]
⎯2+6i √ (^11) )t e(
⎯ 2 ⎯6i √ (^11) )t^15 229
2 229
x (
t )
249 4580
167i
4580 √ 11
e(
⎯2+6i √ (^11) )t^249 4580
167i
4580 √ 11
e(
⎯ 2 ⎯6i √ (^11) )t
15 229
2 229
Steady state and total response of the given system
x (
t )
249 4580
167i
4580 √ 11
e(
⎯2+6i √ (^11) )t^249 4580
167i
4580 √ 11
e(
⎯ 2 ⎯6i √ (^11) )t
15 229
2 229
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