1.0 FUNDAMENTALS of VIBRATION 1.1 What is Vibration? Mechanical Vibration
Mechanical Vibrations FUNDAMENTALS OF VIBRATION
Transcript of Mechanical Vibrations FUNDAMENTALS OF VIBRATION
Prof. Carmen Muller-Karger, PhDFigures and content adapted from Textbook:
Singiresu S. Rao. Mechanical Vibration, Pearson sixth editionMechanical Vibrations
Mechanical Vibrations
FUNDAMENTALS OF VIBRATION
Prof. Carmen Muller-Karger, PhD
Florida International University
Figures and content adapted from
Textbook: Singiresu S. Rao. Mechanical Vibration, Pearson sixth edition.
Chapter 1: Fundamentals of Vibration
Prof. Carmen Muller-Karger, PhDFigures and content adapted from Textbook:
Singiresu S. Rao. Mechanical Vibration, Pearson sixth editionMechanical Vibrations
Learning Objectives
โข Recognize the importance of studying Vibration
โข Describe a brief the history of vibration
โข Understand the definition of Vibration
โข State the process of modeling systems
โข Determine the Degrees of Freedom (DOF) of a system
โข Identify the different types of Mechanical Vibrations
โข Compute equivalent values for Spring elements, Mass elements and Damping elements
โข Characterize harmonic motion and the different possible representation
โข Add and subtract harmonic motions
โข Conduct Fourier series expansion of given periodic functions
Prof. Carmen Muller-Karger, PhDFigures and content adapted from Textbook:
Singiresu S. Rao. Mechanical Vibration, Pearson sixth editionMechanical Vibrations
Importance of studying Vibration
โข All systems that have mass and any type of flexible components are vibrating system.
โข Examples are many: โข We hear because our eardrums vibrate
โข Human speech requires the oscillatory motion of larynges
โข In machines, vibration can loosen fasteners such as nuts.
โข In balance in machine can cause problem to the machine itself or surrounding machines or environment.
โข Periodic forces bring dynamic responses that can cause fatigue in materials
โข The phenomenon known as Resonance leads to excessive deflections and failure.
โข The vibration and noise generated by engines causes annoyance to people and, sometimes, damage to property.
Prof. Carmen Muller-Karger, PhDFigures and content adapted from Textbook:
Singiresu S. Rao. Mechanical Vibration, Pearson sixth editionMechanical Vibrations
Importance of studying Vibration
Prof. Carmen Muller-Karger, PhDFigures and content adapted from Textbook:
Singiresu S. Rao. Mechanical Vibration, Pearson sixth editionMechanical Vibrations
Brief historyโข People became interested in vibration when they created the first musical instruments ( as long as 4000 B.C.).
โข Pythagoras ( 582 โ 507 B.C) is considered the fisrt person to investigate musical sounds.
โข Galileo Galilei (1564-1642) is considered to be the founder of modern experimental science, he conduct experiments on the simple pendulum, describing the dependence of the frequency of vibration and the length.
โข Robert Hooke (1635โ1703) also conducted experiments to find a relation between the pitch and frequency of vibration of a string.
โข Joseph Sauveur (1653โ1716) coined the word โacousticsโ for the science of sound.
โข Sir Isaac Newton (1642โ1727) his law of motion is routinely used to derive the equations of motion of a vibrating body.
โข Brook Taylor (1685โ1731), obtained the natural frequency of vibration observed by Galilei and Mersenne.
โข Daniel Bernoulli (1700โ1782), Jean DโAlembert (1717โ1783), and Leonard Euler (1707โ1783)., introduced partial derivatives in the equations of motion.
โข J. B. J. Fourier (1768โ1830) contributed on the development of the theory of vibrations and led to the possibility of expressing any arbitrary function using the principle of superposition.
โข Joseph Lagrange (1736โ1813) presented the analytical solution of the vibrating string.
โข Charles Coulomb did both theoretical and experimental studies in 1784 on the torsional oscillations of a metal cylinder suspended by a wire. He also contributed in the modeling of dry friction.
โข E. F. F. Chladni (1756โ1824) developed the method of placing sand on a vibrating plate to find its mode shapes.
โข Simeon Poisson (1781โ1840) study vibration of a rectangular flexible membrane.
โข Lord Baron Rayleigh (1842 โ 1919) Among the many contributions, he develop the method of finding the fundamental frequency of vibration of a conservative system by making use of the principle of conservation of energy.
Prof. Carmen Muller-Karger, PhDFigures and content adapted from Textbook:
Singiresu S. Rao. Mechanical Vibration, Pearson sixth editionMechanical Vibrations
Definition of Vibration
โข Any motion that repeats itself after an interval of time.
โข A vibratory system, in general, includes a means for storing potential energy (spring or elasticity), a means for storing kinetic energy (mass or inertia), and a means by which energy is gradually lost (damper).
Excitations(input): Initial conditions of external force
Responses (output) T U
DEnergy dissipation
F(t) r(t)
Prof. Carmen Muller-Karger, PhDFigures and content adapted from Textbook:
Singiresu S. Rao. Mechanical Vibration, Pearson sixth editionMechanical Vibrations
Modeling systemsโข All mechanical
and structural systems can be modeled as mass-spring-damper systems
Real system
Mechanical Model
Mathematical Model
Solution
Analysis
๐ แท๐ฅ + ๐ แถ๐ฅ + ๐๐ฅ = 0
Respuesta
anรกlisis del
sistema para
que la
respuesta
sea
coherente.
๐ แท๐ฅ + ๐ แถ๐ฅ + ๐๐ฅ = 0
Respuesta
anรกlisis del
sistema para
que la
respuesta
sea
coherente.
Prof. Carmen Muller-Karger, PhDFigures and content adapted from Textbook:
Singiresu S. Rao. Mechanical Vibration, Pearson sixth editionMechanical Vibrations
Degrees of freedom
Single DoF systems: Two DOF System
The minimum number of independent coordinates required to determine completely the positions of all parts of a system at any instant of time
Three DoF systems:
Prof. Carmen Muller-Karger, PhDFigures and content adapted from Textbook:
Singiresu S. Rao. Mechanical Vibration, Pearson sixth editionMechanical Vibrations
Classification of Vibration
โข Free Vibration: When a system, after an initial disturbance, is left to vibrate on its own. No external force acts on the system. The system oscillates at its natural frequency. Example: a pendulum.
โข Forced Vibration: When a system is subjected to an external force (often, a repeating type of force). The oscillation that arises in machines such as diesel engines is an example of forced vibration.
Prof. Carmen Muller-Karger, PhDFigures and content adapted from Textbook:
Singiresu S. Rao. Mechanical Vibration, Pearson sixth editionMechanical Vibrations
Types of response
โข Undamped and damped Vibration
โข Linear of nonlinear Vibration
โข Deterministic ond Random Vibration
๐ แท๐ + ๐๐๐ ๐๐๐ = 0
Prof. Carmen Muller-Karger, PhDFigures and content adapted from Textbook:
Singiresu S. Rao. Mechanical Vibration, Pearson sixth editionMechanical Vibrations
Mechanical Vibrations
SPRING, MASS and DAMPING ELEMENTS
Prof. Carmen Muller-Karger, PhD
Florida International University
Figures and content adapted from
Textbook: Singiresu S. Rao. Mechanical Vibration, Pearson sixth edition.
Chapter 1: Fundamentals of Vibration
Prof. Carmen Muller-Karger, PhDFigures and content adapted from Textbook:
Singiresu S. Rao. Mechanical Vibration, Pearson sixth editionMechanical Vibrations
Spring Elements
The force related to a elongation or reduction in length opposes to the displacement of the end of the spring and is given by :
๐น = ๐๐ฅ
The work done (U) in deforming a spring is stored as strain or potential energy in the spring, and it is given by
๐ =1
2๐๐ฅ2
๐น = ๐๐ฅ + ๐๐ฅ3
Non-linear spring element:
แค๐ =๐๐น
๐๐ฅ๐ฅโ
Prof. Carmen Muller-Karger, PhDFigures and content adapted from Textbook:
Singiresu S. Rao. Mechanical Vibration, Pearson sixth editionMechanical Vibrations
Example: Spring constant of a rodโข Find the equivalent spring constant of a uniform rod of length l, cross-
sectional area A, Area Moment of Inertia I and Youngโs modulus E
๐ฟ =๐ฟ
๐๐ = ํ๐ =
๐น๐
๐ด๐ธ
๐ =๐น๐๐๐๐
๐๐๐๐๐๐ฅ๐๐๐=๐
๐ฟ=3๐ธ๐ผ
๐3
๐ฟ =๐๐3
3๐ธ๐ผ
๐ =๐น๐๐๐๐
๐๐๐๐๐๐ฅ๐๐๐=๐น
๐ฟ=๐ด๐ธ
๐
1. Subjected to an axial tensile (or compressive) force F
2. Cantilever bean subjected to a transversal load at the free end.
Prof. Carmen Muller-Karger, PhDFigures and content adapted from Textbook:
Singiresu S. Rao. Mechanical Vibration, Pearson sixth editionMechanical Vibrations
Original system Equivalent model Spring Constant of a
Rod under axial load
Cantilever beam with end force
Simple support beam with load in the middle
Propeller Shaft subjected to a torsional moment
Equivalent spring constants
๐ =๐ด๐ธ
๐
๐ =3๐ธ๐ผ
๐3
๐ =๐บ๐ฝ
๐๐ฝ =
๐(๐ท4 โ ๐4)
32
๐ =48๐ธ๐ผ
๐3
Prof. Carmen Muller-Karger, PhDFigures and content adapted from Textbook:
Singiresu S. Rao. Mechanical Vibration, Pearson sixth editionMechanical Vibrations
Combination of Springs Springs in Parallel Springs in Series
W= ๐1๐ฟ๐ ๐ก + ๐2๐ฟ๐ ๐ก
W= (๐1+๐2)๐ฟ๐ ๐ก
W= (๐๐๐)๐ฟ๐ ๐ก
๐๐๐ = (๐1+๐2)
W= ๐1๐ฟ1 = ๐2(๐ฟ๐ ๐กโ๐ฟ1) = ๐๐๐๐ฟ๐ ๐ก
๐ฟ1 =๐
๐1
1
๐๐๐=
1
๐1+
1
๐2
๐ฟ1 = ๐2(๐ฟ2โ๐ฟ1)
๐ฟ๐ ๐ก =๐
๐๐๐
๐2 ๐ฟ๐ ๐ก โ๐
๐1= ๐ ๐ฟ๐ ๐ก =
๐
๐2+๐
๐1
Prof. Carmen Muller-Karger, PhDFigures and content adapted from Textbook:
Singiresu S. Rao. Mechanical Vibration, Pearson sixth editionMechanical Vibrations
Mass or Inertia Elements
โข The mass or inertia element is assumed to be a rigid body; it can gain or lose kinetic energy whenever the velocity of the body changes.
โข For single DoF system for a simple analysis, we can replace several masses by a single equivalent mass.
โข The key step is to choose properly a parameter that will describe the motion of the system and express all other parameters in term of the chosen one.
โข Calculate the kinetic energy of the system and make it equal to the kinetic energy of the equivalent system
Prof. Carmen Muller-Karger, PhDFigures and content adapted from Textbook:
Singiresu S. Rao. Mechanical Vibration, Pearson sixth editionMechanical Vibrations
Kinetic energy
าง๐ฃ = าง๐ฃ๐ + เดฅ๐๐ง ร าง๐
xยด
yยด
๐
๐บ
GENERAL MOTION
๐
๐ผ
dm
x
y
๐
In general for one rigid body the
kinetic energy can be calculated
as
๐ =1
2๐( าง๐ฃ๐)
2+1
2๐ผ๐๐ง๐ง(๐๐ง)
2+ าง๐ฃ๐ โ เดฅ๐๐ง ร๐ าง๐๐บ
For a system with several rigid bodies is
the sum of the kinetic energy of each
body:
Prof. Carmen Muller-Karger, PhDFigures and content adapted from Textbook:
Singiresu S. Rao. Mechanical Vibration, Pearson sixth editionMechanical Vibrations
Example 1: Translational masses by a rigid bar
๐ =1
2๐1( แถ๐ฅ1)
2+1
2๐2( แถ๐ฅ2)
2+1
2๐3( แถ๐ฅ3)
2 แถ๐ฅ๐๐ = แถ๐ฅ1
แถ๐ฅ3 =๐3
๐1แถ๐ฅ1แถ๐ฅ2 =
๐2
๐1แถ๐ฅ1
๐ =1
2๐1( แถ๐ฅ1)
2+1
2๐2
๐2๐1
แถ๐ฅ1
2
+1
2๐3
๐3๐1
แถ๐ฅ1
2
๐ =1
2๐1 +๐2
๐2๐1
2
+๐3
๐3๐1
2
( แถ๐ฅ1)2
๐๐๐ = ๐1 +๐2
๐2๐1
2
+๐3
๐3๐1
2
โข Letโs choose แถ๐ฅ1 as the parameter that will describe the motion of the system and find the equivalent kinetic energy
Prof. Carmen Muller-Karger, PhDFigures and content adapted from Textbook:
Singiresu S. Rao. Mechanical Vibration, Pearson sixth editionMechanical Vibrations
Example 2: Translational and rotational masses coupled together
Since the system is rotating without slipping and the gear is fix at its center แถ๐ = แถ๐ฅ/๐
๐ =1
2๐( แถ๐ฅ)2+
1
2๐ฝ๐( แถ๐)2
โข If we choose as the parameter that will describe the motion of the system แถ๐ฅ๐๐ = แถ๐ฅ
๐ =1
2๐( แถ๐ฅ)2+
1
2๐ฝ๐
แถ๐ฅ
๐
2
โข If we choose as the parameter that will describe the motion of the system แถ๐ฅ๐๐ = แถ๐
๐ =1
2๐( แถ๐ฅ)2+
1
2๐ฝ๐( แถ๐)2
๐ =1
2๐( แถ๐๐ )2+
1
2๐ฝ๐ แถ๐
2
๐๐๐ = ๐๐ 2 + ๐ฝ๐๐ =
1
2๐๐ 2 + ๐ฝ๐ ( แถ๐)2
Prof. Carmen Muller-Karger, PhDFigures and content adapted from Textbook:
Singiresu S. Rao. Mechanical Vibration, Pearson sixth editionMechanical Vibrations
Damping element
โข In many practical systems, the vibrational energy is gradually converted to heat or sound. Due to the reduction in the energy, the response, such as the displacement of the system, gradually decreases. Damping force exists only if there is relative velocity between the two ends of the damper.
โข We will consider three types of damping:โข Viscous Damping: the damping force is proportional to the velocity of the
vibrating body.
โข Coulomb or Dry-Friction Damping: damping force is constant in magnitude but opposite in direction to that of the motion
โข Material or Solid or Hysteretic Damping: due to friction between the internal planes, which slip or slide as the deformations take place
Prof. Carmen Muller-Karger, PhDFigures and content adapted from Textbook:
Singiresu S. Rao. Mechanical Vibration, Pearson sixth editionMechanical Vibrations
In general viscous Dampers
Dampers in ParallelDampers in Series
๐๐๐ = (๐1+๐2)1
๐๐๐=
1
๐1+1
๐2
Non-linear damper element:
แค๐ =๐๐น
๐ แถ๐ฅ๐ฅโ
Non-linear damper element:
๐น = ๐๐ฃ
Prof. Carmen Muller-Karger, PhDFigures and content adapted from Textbook:
Singiresu S. Rao. Mechanical Vibration, Pearson sixth editionMechanical Vibrations
Damping constant of parallel plates separated by viscous fluid.โข According to Newtonโs laws of viscous flow:
๐ = ๐๐๐ข
๐๐ฆ
๐น = ๐๐ด =๐๐ด๐ฃ
โ
๐๐ข
๐๐ฆ=๐ฃ
โ
๐น = ๐๐ฃ =๐๐ด
โ๐ฃ
๐ =๐๐ด
โ
โข If A is the surface area at the moving plate, and expressing the force in term of the damping constant:
โข Gradient of the velocity:
Prof. Carmen Muller-Karger, PhDFigures and content adapted from Textbook:
Singiresu S. Rao. Mechanical Vibration, Pearson sixth editionMechanical Vibrations
Damping constant of a journal bearingโข According to Newtonโs laws of viscous flow, u
is the radial velocity, and v the tangential velocity of the shaft:
๐ = ๐๐๐ข
๐๐
๐ = (๐๐ด)๐ =๐(๐๐ ) 2๐๐ ๐ ๐
๐
๐ = ๐๐
๐ =๐2๐๐ 3๐
๐
๐๐ข
๐๐=๐ฃ
๐=๐๐
๐
If A is the surface area at the moving shaft (2๐๐ ๐), and expressing the torque T=F R in term of the damping constant:
โข Gradient of the velocity:
Prof. Carmen Muller-Karger, PhDFigures and content adapted from Textbook:
Singiresu S. Rao. Mechanical Vibration, Pearson sixth editionMechanical Vibrations
Mechanical Vibrations
Harmonic Motion
Prof. Carmen Muller-Karger, PhD
Florida International University
Figures and content adapted from
Textbook: Singiresu S. Rao. Mechanical Vibration, Pearson sixth edition.
Chapter 1: Fundamentals of Vibration
Prof. Carmen Muller-Karger, PhDFigures and content adapted from Textbook:
Singiresu S. Rao. Mechanical Vibration, Pearson sixth editionMechanical Vibrations
Harmonic Motion or Periodic Motion, Definitions and Terminology
Harmonic motion: Motion is repeated after equal intervals of time
Cycle: The movement from one position, going to the other direction and returning to the same position
Amplitude: The maximum displacement of a vibrating body from its equilibrium position.
Period of oscillation: The time taken to complete one cycle of motion, is denoted by ฯ.
Frequency of oscillation: The number of cycles per unit time
Circular frequency of oscillation: The number of cycles per unit time.
๐ =2๐
๐
๐ =1
๐=
๐
2๐
๐ =2๐
๐
๐ด
Prof. Carmen Muller-Karger, PhDFigures and content adapted from Textbook:
Singiresu S. Rao. Mechanical Vibration, Pearson sixth editionMechanical Vibrations
Harmonic Motion or Periodic Motion, Definitions and Terminology
Synchronous motion : have the same frequency or angular velocity, ฯ. Need not have the same amplitude, and they need not attain their maximum values at the same time.
Phase angle: means that the maximum of the second vector would occur f radians earlier than that of the first vector.
wt
wt+f
O
P1
P2
Vectorial representation
๐ฅ ๐ก = sin(๐๐ก)
แถ๐ฅ ๐ก = โฯ๐๐๐ (๐๐ก)
Displacement:
Velocity:
Acceleration: แท๐ฅ ๐ก = โ๐2sin(๐๐ก)
Prof. Carmen Muller-Karger, PhDFigures and content adapted from Textbook:
Singiresu S. Rao. Mechanical Vibration, Pearson sixth editionMechanical Vibrations
Complex-number representationโข Any vector in the xy-plane can be represented as a complex
number:
เดค๐ = a + ib = ๐ด cos ๐๐ก + ๐๐ ๐๐ ๐๐ก
โข The magnitude
โข Using Euler form
เดค๐ = A๐๐๐๐ก = A๐๐๐ = ๐ด cos ๐๐ก + ๐๐ ๐๐ ๐๐ก
A = ๐2 + ๐2
เดค๐ = A๐โ๐๐๐ก = A๐โ๐๐ = ๐ด cos ๐๐ก โ ๐๐ ๐๐ ๐๐ก
เดค๐ = A๐๐๐๐ก
or
แถเดค๐ =๐ เดค๐
๐๐ก=๐(A๐๐๐๐ก)
๐๐ก= ๐ฯA๐๐๐๐ก
แทเดค๐ =๐2 เดค๐
๐๐ก2=๐2(A๐๐๐๐ก)
๐๐ก2= โฯ2A๐๐๐๐ก
Displacement:
Velocity:
Acceleration:
Expansion by series
cos ๐ = 1 โ๐2
2!+๐4
4!โ๐6
6!+ โฏ
sin ๐ = ๐ โ๐3
3!+๐5
5!โ๐7
7!+ โฏ
For very small angles:
cos ๐ โ 1
sin ๐ โ ๐
Prof. Carmen Muller-Karger, PhDFigures and content adapted from Textbook:
Singiresu S. Rao. Mechanical Vibration, Pearson sixth editionMechanical Vibrations
Adding harmonic motion
โข Recall trigonometry identities:
๐ฅ1(๐ก) = ๐ด1 cos ๐๐ก
๐ฅ2 (๐ก) = ๐ด2 ๐ ๐๐ ๐๐ก
๐ฅ๐ก(๐ก) = ๐ฅ1 ๐ก + ๐ฅ2 ๐ก = ๐ด1 cos ๐๐ก +๐ด2 sin ๐๐ก = ๐ด๐๐๐ ๐๐ก โ ๐ผ
sin ๐ + ๐ = sin ๐ ๐๐๐ ๐ + cos ๐ ๐ ๐๐ ๐
cos ๐ + ๐ = ๐๐๐ ๐ ๐๐๐ ๐ โ sin ๐ ๐ ๐๐ ๐
โข Adding harmonic motions:
๐ฅ๐ก(๐ก) = ๐ด๐๐๐ ๐๐ก โ ๐ผ = Acos(๐ผ) cos ๐๐ก + Asin(๐ผ) sin ๐๐ก
๐ด1 = Acos(๐ผ)
๐ด2 = Asin(๐ผ)๐ด = ๐ด1
2 + ๐ด22 = (Acos(๐ผ))2+(Asin(๐ผ))2
๐ผ = ๐ก๐๐โ1๐ด2๐ด1
โข Two different ways of write a harmonic motion:
๐๐(๐) = ๐จ๐ ๐๐จ๐ฌ ๐๐ +๐จ๐ ๐ฌ๐ข๐ง ๐๐
๐๐(๐) = ๐จ๐๐๐ ๐๐ โ ๐ถ
or
๐จ = ๐จ๐๐ + ๐จ๐
๐
๐ถ = ๐๐๐โ๐๐จ๐๐จ๐
Prof. Carmen Muller-Karger, PhDFigures and content adapted from Textbook:
Singiresu S. Rao. Mechanical Vibration, Pearson sixth editionMechanical Vibrations
Adding harmonic motion
โข Recall trigonometry identities:
cos A + cos B = 2 cos๐ด + ๐ต
2cos
๐ด โ ๐ต
2
Phenomenon Beats: occurs when adding two harmonic motion with frequencies close too one another the resultant motion
๐๐(๐) = X๐๐๐ ๐ ๐
cos A โ cos B = โ2 sin๐ด + ๐ต
2sin
๐ด โ ๐ต
2
sin A โ sin B = 2 cos๐ด + ๐ต
2sin
๐ด โ ๐ต
2
sin A + sin B = 2 sin๐ด + ๐ต
2cos
๐ด โ ๐ต
2
๐๐(๐) = X๐๐๐ ๐ + ๐น ๐
๐(๐) = X๐๐๐ ๐ ๐+X๐๐๐ ๐ + ๐น ๐
๐(๐) = ๐ ๐๐จ๐ฌ๐น
๐๐ ๐๐๐ ๐ +
๐น
๐๐
Beats frequency is twice the frequency of the term ๐ ๐๐จ๐ฌ๐น
๐๐ since
two peaks pass in each cycle.
Prof. Carmen Muller-Karger, PhDFigures and content adapted from Textbook:
Singiresu S. Rao. Mechanical Vibration, Pearson sixth editionMechanical Vibrations
Harmonic Analysis: Fourier Series
where ฯ=2ฯ/ฯ is the fundamental frequency.
To determine the coefficients , we multiply by cos(nฯt) and sin(nฯt), respectively, and integrate over one period ฯ=2ฯ/ฯโfor example, from 0 to 2ฯ/ฯ.
๐ฅ ๐ก =๐0
2+ ๐1 ๐๐๐ ๐๐ก + ๐2 ๐๐๐ 2๐๐ก + โฏ ๐1 ๐ ๐๐ ๐๐ก + ๐2 ๐ ๐๐ 2๐๐ก + โฏ
๐ฅ ๐ก =๐02+
๐=1
โ
๐๐ ๐๐๐ ๐๐๐ก + ๐๐ ๐ ๐๐ ๐๐๐ก
Any periodic function of time can be represented by Fourier series as an infinite sum of sine and cosine terms
๐0 =๐
๐เถฑ0
2๐/๐
๐ฅ ๐ก ๐๐ก =2
๐เถฑ0
๐
๐ฅ ๐ก ๐๐ก
๐๐ =๐
๐เถฑ0
2๐/๐
๐ฅ ๐ก ๐๐๐ ๐๐๐ก ๐๐ก =2
๐เถฑ0
๐
๐ฅ ๐ก ๐๐๐ ๐๐๐ก ๐๐ก
๐๐ =๐
๐เถฑ0
2๐/๐
๐ฅ ๐ก ๐ ๐๐ ๐๐๐ก ๐๐ก =2
๐เถฑ0
๐
๐ฅ ๐ก ๐ ๐๐ ๐๐๐ก ๐๐ก
Prof. Carmen Muller-Karger, PhDFigures and content adapted from Textbook:
Singiresu S. Rao. Mechanical Vibration, Pearson sixth editionMechanical Vibrations
Harmonic Analysis: Fourier Series
Where:
๐ฅ ๐ก = ๐0 + ๐1 ๐๐๐ ๐๐ก โ ๐1 + ๐2 ๐๐๐ 2๐๐ก โ ๐1 +โฏ
๐ฅ ๐ก = ๐0 +
๐=1
โ
๐๐ ๐๐๐ ๐๐๐ก โ ๐๐
Fourier series can also be represented by the sum of sine terms only or cosine terms only.
๐0 =๐02
๐๐ = ๐๐2 + ๐๐
2
๐๐ = ๐ก๐๐โ1๐๐๐๐
Prof. Carmen Muller-Karger, PhDFigures and content adapted from Textbook:
Singiresu S. Rao. Mechanical Vibration, Pearson sixth editionMechanical Vibrations
Fourier Series in complex numbers
๐ฅ ๐ก =๐02+
๐=1
โ
๐๐๐๐๐๐๐ก + ๐โ๐๐๐๐ก
2+ ๐๐
๐๐๐๐๐ก โ ๐โ๐๐๐๐ก
2= ๐๐๐0
๐02โ ๐
๐02
+
๐=1
โ
๐๐๐๐๐ก๐๐ โ ๐๐๐
2+ ๐โ๐๐๐ก
๐๐ + ๐๐๐2
๐โ๐ =๐๐ + ๐๐๐
2
๐๐๐๐ก = cos ๐๐ก + ๐๐ ๐๐ ๐๐ก
๐โ๐๐๐ก = cos ๐๐ก โ ๐๐ ๐๐ ๐๐ก
cos ๐๐ก =๐๐๐๐ก+๐โ๐๐๐ก
2
sin ๐๐ก =๐๐๐๐กโ๐โ๐๐๐ก
2
Since:
The Fourier Series can be written as :
With:
๐๐ =๐๐ โ ๐๐๐
2๐0 = 0
The Fourier Series can be written in a very compact form :
๐ฅ ๐ก =
๐=โโ
โ
๐๐๐๐๐๐๐ก ๐๐ =
๐
๐เถฑ0
2๐/๐
๐ฅ ๐ก ๐๐๐ ๐๐๐ก โ ๐ ๐๐ ๐๐๐ก ๐๐ก =1
๐เถฑ0
๐
๐ฅ ๐ก ๐โ๐๐๐๐ก๐๐กwith
Prof. Carmen Muller-Karger, PhDFigures and content adapted from Textbook:
Singiresu S. Rao. Mechanical Vibration, Pearson sixth editionMechanical Vibrations
Time and frequency domain representations
โข The Fourier series expansion permits the description of any periodic function using either a time-domain or a frequency-domain representation.
โข Note that the amplitudes ๐๐ and the phase angles ๐๐ corresponding to the frequencies ฯn can be used in place of the amplitudes ๐๐ and ๐๐ for representation in the frequency domain.