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Rotational Response - Mechanical Vibrations - Old Exam Paper, Exams of Mechanics of Materials

Main points of this past exam are: Strikes, Sledge-Hammer Strikes, Anvil, Velocity, Hammer, Springs, Motion, Vibration, Natural Frequency, Expression

Typology: Exams

2012/2013

Uploaded on 03/26/2013

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Spring Semester Examinations 2011/ 2012
Exam Code(s) 3BM, 3BES
Exam(s) 3r
d
Mechanical Engineering
3rd Energy Systems Engineering
Module Code(s) ME347
Module(s) Mechanical Vibrations
Paper No. 1
Repeat Paper
External Examiner(s) Professor Robin Clarke
Internal Examiner(s) Professor Sean Leen
Dr. Conchúr Ó Brádaigh
Instructions:
Answer 3 questions.
All questions carry equal marks.
Duration
2 hours
No. of Pages 8
Department(s) Mechanical & Biomedical Engineering
Course Co-ordinator(s) Dr. Conchúr Ó Brádaigh
Requirements:
Statistical/Log tables
Mathematical tables
Laplace Transform Tables Handout (2 pages)
Supplementary Equations (1 page)
Graph Paper
Release to Library: Yes
pf3
pf4
pf5
pf8

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Spring Semester Examinations 2011/ 2012

Exam Code(s) 3BM, 3BES

Exam(s) 3 rd^ Mechanical Engineering 3 rd^ Energy Systems Engineering

Module Code(s) ME Module(s) Mechanical Vibrations

Paper No. 1 Repeat Paper

External Examiner(s) Professor Robin Clarke Internal Examiner(s) Professor Sean Leen Dr. Conchúr Ó Brádaigh

Instructions: (^) Answer 3 questions. All questions carry equal marks.

Duration 2 hours

No. of Pages 8 Department(s) Mechanical & Biomedical Engineering Course Co-ordinator(s) Dr. Conchúr Ó Brádaigh

Requirements: Statistical/Log tables Mathematical tables Laplace Transform Tables Handout (2 pages) Supplementary Equations (1 page) Graph Paper

Release to Library: Yes

Question 1

A sledge-hammer strikes an anvil with a velocity of 30 m/sec (Figure Q1). The hammer and the anvil weigh 50 kg and 500 kg, respectively. The anvil is supported on four springs as shown, each of stiffness k = 200 kN/m.

Find (i) the equation of motion of the system; (ii) the natural frequency of vibration of the system; and (iii) the expression for vertical motion of the system in time; for each of the following cases:

(a) the hammer remains in contact with the anvil after impact [15]

(b) the hammer does not remain in contact with the anvil after the initial impact [18]

You may assume that the anvil is restrained to move in the vertical direction only.

Figure Q

Question 3

An experiment is conducted to find the dynamic response characteristics of an automobile wheel assembly system. For this, the wheel is connected to a shaft through a tie rod and is subjected to a harmonic force f(t), as shown in Figure Q3.

The shaft offers a torsional stiffness of k (^) t , while the wheel undergoes torsional vibration about the axis of the shaft. Given the following data:

Torsional stiffness of shaft, k (^) t = 5000 N.m/rad Polar mass moment of inertia of wheel assembly, J 0 = 1.5 kg.m^2 Harmonic force applied to wheel, f(t) = 1500 sin 50t N

(a) Write the equation of motion of the system in terms of the rotation angle, θ , the shaft torsional stiffness k (^) t and the applied moment M(t). [8]

(b) Find the Laplace transform function of the system. You may assume the initial conditions θ(0) = 0; dθ(0)/dt = 0. [10]

(c) Find the rotational response of the system, θ(t). [15]

Figure Q

Question 4

An airplane standing on a runway is shown in Figure Q4.

The airplane has a total mass, m = 25,000 kg and a mass moment of inertia J 0 = 75 x 10^6 kg.m^2.

The main landing gear is located a distance l 1 = 20 m from the Centre of Gravity (C.G.) of the airplane and has a spring stiffness coefficient of k 1 = 20 kN/m.

The nose landing gear is located a distance l 2 = 30 m from the Centre of Gravity (C.G.) of the airplane and has a spring stiffness coefficients of k 2 = 10 kN/m.

(a) Derive the equations of motion of the airplane in matrix format. [15]

(b) Find the undamped natural frequencies of the system [10]

(c) Calculate the modal vectors of the airplane [8]

NOTE: Damping may be neglected.

Figure Q

ME 347 MECHANICAL VIBRATIONS

SUPPLEMENTARY EQUATIONS

Free Vibration of Single DOF Undamped Systems

; or

; or

Free Vibration of Single DOF Damped Systems

Critical Damping:

Under-Damping:

or

Logarithmic Decrement:

Forced Vibration of Single DOF Damped Systems

Response of system to force input of F 0 cos wt:

t n

xt  x  x  x te ^  n

0 cos^0 

( ) sin





X e t

xt Xe t

d t

d t

n

n