Engineering Vibrating Systems - Mechanical Vibrations - Exam, Exams of Mechanics of Materials

The key points in these exam paper of mechanical vibration:Engineering Vibrating Systems, Fundamental Components, Vibrating System, Degrees of Freedom, Natural Frequency, Value of Damping Ratio, Physical Parameters, Resonance, Concept of Mode Shapes, Lumped-Parameter Systems

Typology: Exams

2012/2013

Uploaded on 05/07/2013

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Mechanical Vibrations
Final Exam
I. THEORY
1. What is the study of mechanical vibrations? Provide at least three examples of
engineering vibrating systems. (4 points)
2. What are the fundamental components of a vibrating system? Please elaborate. (4 points)
3. One of the most important steps in the dynamic analysis procedure is defining a
mechanical model that accurately represents the physical problem. What is the definition
of number of degrees of freedom (DOF)? In general, what is the number of DOF of a
structure, and what vibration modes should the mechanical model represent? (4 points)
4. What is the natural frequency of a system? How does one determine it in a single DOF
system? (4 points)
5. Explain and compare the difference between the three different cases of motion according
to the value of damping ratio for systems with positive mass, damping, and stiffness
coefficients. (4 points)
6. How is the response of a system where one of the physical parameters m, c, or k in the
equation of motion is negative? Please explain and elaborate. (4 points)
7. What is resonance? and when does resonance occur in a single-degree-of-freedom
system?. Please give an example. (4 points)
8. Explain the concept of natural frequencies and resonance in multi-degree-of-freedom
(MDOF) systems. (4 points)
9. Explain the concept of mode shapes in MDOF systems. (4 points)
10. What are the differences between lumped-parameter systems and distributed-parameter
systems? (Please include definitions, description of the time response, and number of
DOF). (4 points)
Indicate whether each of the following statements is true or false:
1. For a single degree-of-freedom (s.d.o.f.) system, an increase in the equivalent stiffness or
a decrease in mass or mass moment of inertia decreases natural frequency. (1 point)
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Mechanical Vibrations

Final Exam

I. THEORY

  1. What is the study of mechanical vibrations? Provide at least three examples of engineering vibrating systems. (4 points)
  2. What are the fundamental components of a vibrating system? Please elaborate. (4 points)
  3. One of the most important steps in the dynamic analysis procedure is defining a mechanical model that accurately represents the physical problem. What is the definition of number of degrees of freedom (DOF)? In general, what is the number of DOF of a structure, and what vibration modes should the mechanical model represent? (4 points)
  4. What is the natural frequency of a system? How does one determine it in a single DOF system? (4 points)
  5. Explain and compare the difference between the three different cases of motion according to the value of damping ratio for systems with positive mass, damping, and stiffness coefficients. (4 points)
  6. How is the response of a system where one of the physical parameters m, c, or k in the equation of motion is negative? Please explain and elaborate. (4 points)
  7. What is resonance? and when does resonance occur in a single-degree-of-freedom system?. Please give an example. (4 points)
  8. Explain the concept of natural frequencies and resonance in multi-degree-of-freedom (MDOF) systems. (4 points)
  9. Explain the concept of mode shapes in MDOF systems. (4 points)
  10. What are the differences between lumped-parameter systems and distributed-parameter systems? (Please include definitions, description of the time response, and number of DOF). (4 points)

Indicate whether each of the following statements is true or false:

  1. For a single degree-of-freedom (s.d.o.f.) system, an increase in the equivalent stiffness or a decrease in mass or mass moment of inertia decreases natural frequency. (1 point)

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  1. In order to reduce the displacement of the mass of an underdamped s.d.o.f. system when the mass is subjected to a harmonic unbalanced force, the natural frequency of the system should at least twice the excitation frequency or the natural frequency should be at least 50% lower than the excitation frequency. (1 point)
  2. In order to reduce the displacement of the mass of a s.d.o.f. when the base is subjected to harmonic excitation, the natural frequency of the system should be either five times higher than the excitation frequency or the natural frequency should be at least 30% lower than the excitation frequency. (1 point)
  3. For a multiple degree-of-freedom (m.d.o.f.) system or a continuous system, if a sensor needs to be located so as not to pick up vibrations of a certain mode, you should locate the sensor at the node point of this mode. Alternatively, if a sensor should sense vibrations in a certain mode, one should not locate it at a node of the mode of interest. ( point)
  4. For uniform beams having the same material and same geometry, the beam clamped at both ends has the lowest fundamental frequency. (1 point)

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