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Vibration And Noise / Vibrasie en geraas - 354

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The diagram below represents a three degree of freedom system, with the following equation of motion:

M x with.. on top plus K x equals 0

Where M element of straight real numbers to the power of 3 cross times 3 end exponent is the mass matrix and K element of straight real numbers to the power of 3 cross times 3 end exponent is the stiffness matrix.

Assume that m subscript 1 equals m subscript 3 equals 225 kg, m subscript 2 equals 115 kg, k subscript 1 equals k subscript 5 equals 30 N/m, k subscript 2 equals k subscript 3 equals 45 N/m and k subscript 4 equals 15 N/m.

What line(s) of MATLAB code can be used to calculate the eigenvalues and mode shapes of the system from the mass and stiffness matrix?

Hint: The output must be a diagonal matrix, D element of straight real numbers to the power of 3 cross times 3 end exponent, containing the eigenvalues and an orthogonal matrix, U element of straight real numbers to the power of 3 cross times 3 end exponent, holding the mode shapes in its columns. There may be more than one correct answer.

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The plots (A to F) represent the response of the mass in Task 1, x left parenthesis t right parenthesis, for different damping values when m equals 9 kg, k equals 3600 N/m and x subscript 0=1.5 m.

 

Using the Simulink model that you created, select the plots that describes the response of the mass for each of the following damping values:

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Using the Simulink model that you created for Task 1, select the damping coefficient and initial height of the mass that produces the velocity profile shown below.

Assume that m equals 9 kg and k equals 3600 N/m.

 

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The single degree of freedom system in the figure below is subjected to forced vibrations to better understand its dynamic behaviour. 

Image failed to load

Match one of the forced vibration responses (A - J) to each of the following forcing functions and damping values.

Assume that 

Image failed to load: m equals
1000 kg, 
Image failed to load: k equals 49000
 N/m, 
Image failed to load: x subscript 0 equals 0
 m and 
Image failed to load: v subscript 0 equals 0
 m/s.

 

Image failed to load

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Use the Simulink model that you created for Task 1 to select the system parameters and initial conditions that yields the free vibration response shown in the figure below.

Image failed to load

 

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Use the Simulink model that you created for Task 2 to select the system parameters and initial conditions that yields the free vibration response shown in the figure below.

Image failed to load

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Suppose that you want to understand the behaviour of the single degree of freedom system shown in the figure below.  A mass

Image failed to load: m
is connected to a wall by a spring with stiffness 
Image failed to load: k
and a viscous damper with damping coefficient
Image failed to load: c
, and slides on a surface with friction coefficient
Image failed to load: mu
.

Image failed to load

The system is subjected to some initial conditions and you want to determine the maximum positive displacement (

Image failed to load: A subscript m a x end subscript
), the maximum negative displacement (
Image failed to load: A subscript m i n end subscript
) and the approximate time when the mass stops oscillating (
Image failed to load: tau
) - see the figure below.

Image failed to load

Select the correct values for 

Image failed to load: A subscript m a x end subscript
Image failed to load: A subscript m i n end subscript
 and 
Image failed to load: tau
, given the following system parameters and initial conditions: 
Image failed to load: m equals 3
  kg, 
Image failed to load: k equals 300
 N/m, 
Image failed to load: c equals 5
Ns/m, 
Image failed to load: mu
= 0.05,
Image failed to load: x left parenthesis 0 right parenthesis equals x subscript 0 equals 0.1
 m,
Image failed to load: x with. on top left parenthesis 0 right parenthesis equals v subscript 0 equals 1
 m/s. Assume 
Image failed to load: g equals 9.81
 m/s2.

 

 

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As in the previous question, assume that a mass

Image failed to load: m
is connected to a wall by a spring with stiffness 
Image failed to load: k
and viscous damper with damping coefficient
Image failed to load: c
, and slides on a surface with friction coefficient 
Image failed to load: mu
.

Image failed to load

Select all the possible combinations of viscous damping and friction that will result in a response with the following characteristics:

  • The maximum positive displacement of the mass is less than 0.04 m.
  • The maximum negative displacement of the mass is less than -0.08 m (i.e. the maximum negative displacement of the mass is between -0.08 m and 0 m).
  • The mass stops oscillating before 1 s.

Assume that 

Image failed to load: m equals 3
 kg, 
Image failed to load: k equals 300
 N/m, 
Image failed to load: x left parenthesis 0 right parenthesis equals x subscript 0 equals 0
 m, 
Image failed to load: x with. on top left parenthesis 0 right parenthesis equals v subscript 0 equals negative 1
 m/s.

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As in the previous question, we are interested in the forced vibrations of a single degree of freedom.

Image failed to load

Select the vibration response (A - J) that best matches each of the following descriptions:

Image failed to load

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Use the Simulink model that you created for Task 2 with the following system parameters and initial conditions:

Image failed to load: m equals 30
 kg, 
Image failed to load: k equals 3000
 N/m, 
Image failed to load: c equals 20
 Ns/m, 
Image failed to load: mu equals 0.01
Image failed to load: x subscript 0 equals 0.1
 m and 
Image failed to load: v subscript 0 equals 0.8
m/s 

What is the minimum change that must be made to the viscous damping coefficient,

Image failed to load: c
, which will cause the system to stop moving within 5 seconds?

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