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1 Problem Set 1 MEEM 3700 MEEM 3700 MEEM 3700 Mechanical Vibrations Mechanical Vibrations Mohan D. Rao Chuck Van Karsen Mechanical Engineering-Engineering Mechanics Michigan Technological University Copyright 2003 Problem Set 1 MEEM 3700 r O k 0 m, J x n Determine by both Newton's method & Energy approach. ω Problem 1 Problem 1

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  • 1Problem Set 1 MEEM 3700

    MEEM 3700MEEM 3700Mechanical VibrationsMechanical Vibrations

    Mohan D. Rao Chuck Van Karsen

    Mechanical Engineering-Engineering MechanicsMichigan Technological University

    Copyright 2003

    Problem Set 1 MEEM 3700

    rO

    k

    0m, J

    xnDetermine by both Newton's

    method & Energy approach.

    Problem 1Problem 1

  • 2Problem Set 1 MEEM 3700

    nDetermine by both Newton'smethod & Energy approach.

    Problem 2Problem 2

    rO

    k

    0m, J

    x

    k

    Problem Set 1 MEEM 3700

    nDetermine by both Newton'smethod & Energy approach.

    Problem 3Problem 3

    rO

    k0m, J

    x

    ka

  • 3Problem Set 1 MEEM 3700

    nDetermine by both Newton'smethod & Energy approach.

    Problem 4Problem 4

    rO

    k0m, J

    x

    k

    Problem Set 1 MEEM 3700

    nDetermine by both Newton'smethod & Energy approach.

    Problem 5Problem 5

    r

    O

    k0m, J

    xk

  • 4Problem Set 1 MEEM 3700

    nDetermine by both Newton'smethod & Energy approach.

    Problem 6Problem 6

    0m, J

    x

    rO

    k

    k a

    a

    Problem Set 1 MEEM 3700

    nDetermine by both Newton'smethod & Energy approach.

    Problem 7Problem 7

    0m, J

    x

    rO

    k

    k

    a

    b

  • 5Problem Set 1 MEEM 3700

    nDetermine by both Newton'smethod & Energy approach.

    Problem 9Problem 9

    rO

    2x

    xm2

    m1

    k

    Problem Set 1 MEEM 3700

    nDetermine by both Newton'smethod & Energy approach.

    Problem 10Problem 10

    m2

    m1r

    x

    k

  • 6Problem Set 1 MEEM 3700

    nDetermine by both Newton'smethod & Energy approach.

    Problem 11Problem 11

    m2

    m1r

    x

    2r

    Problem Set 1 MEEM 3700

    nDetermine by both Newton'smethod & Energy approach.

    Problem 12Problem 12

    kk

    k k

    0J

    tk

    Bar of length 2l pivoted in the middle

  • 7Problem Set 1 MEEM 3700

    Problem 13Problem 13

    k c

    m2

    m1

    h

    2 1

    A mass is being dropped ontoa SDOF system. Find x(t) afterm hits m .

    x

    Problem Set 1 MEEM 3700

    nDetermine by both Newton'smethod & Energy approach.

    Problem 14Problem 14

    L2

    L4

    L4

    ck k

    m

  • 8Problem Set 1 MEEM 3700

    Problem 15Problem 15

    A locomotive car of mass 2000 kg traveling at a velocity = 10 m/sec isstopped at the end of tracks by a spring-damper system, as shown in the figure.If the stiffness of the spring is k = 40 N/mm and the damping constant is c = 2 N-s/mm, determine: a) the maximum displacement of the car after engaging the springs and damper b) the time taken to reach the maximum displacement

    Problem Set 1 MEEM 3700

    Problem 16Problem 16

    The free vibration response of an electric motor of weight 500 N mountedon a foundation is shown in figure. Identify the following: i) the nature of damping provided by the foundation ii) the spring constant and damping coefficient of the foundation iii) the undamped and damped natural frequencies of the electric motor

  • 9Problem Set 1 MEEM 3700

    Problem 17Problem 17

    An automobile of mass = 1500 kg is supported on four shock absorbers (dampers)and four springs, each with stiffness of 70,000 N/m. a) Find the damping constant of each of the four shock absorbers necessary to achieve critical damping b) If the car is initially at rest and given an initial velocity of 2 m/sec, what would be the maximum displacement of the car body using the shock absorbers found in part (a)

    Assume that the car moves only in the vertical direction and can be modeled as a SDOFsystem.

    Problem Set 1 MEEM 3700

    Problem 18Problem 18

    A hydraulic buffer consists of an internal spring of stiffness 60,000 N/m in parallelwith a viscous damper having c = 240,000 N-s/m. The spring is initially compressedan amount 0.3 m. If a train of mass 100,000 kg moving at velocity of 2 m/s strikesthe buffer without rebound, determine the distance the train moves before coming momentarily to rest.