SlideShare a Scribd company logo
1 of 10
Download to read offline
Isolators = Springs + Dampers
Undamped Spring Mount
Pneumatic Rubber Mount
Damped Spring Mount
A press mounted on four
pneumatic rubber mounts
VIBRATION ISOLATION
Vibration isolation means to design isolators i.e., springs
and/or dampers in such a way that an object/equipment can
be protected from the harmful effects of vibrations (large
amplitudes and transmission forces)
Harmonic Base Excitation
• The vibrations are being transmitted to the structure through the excitation of the base
or support.
• Ex: vehicle vibrations due to rough road, earthquake, sensors attachment, camera
attached to a fighter jet or a vehicle & a machine placed on a floor that is vibrating.
• Actually, displacement and force both will be transmitted through base excitations.
• This problem is also known as vibration isolation (except the sensor applications).
ẍ
net effect
EOM: (∑F = mẍ)
- c(ẋ-ẏ) – k(x-y) = mẍ
Note we must select the signs
of x and y such that the
coefficients of m c and k in the
EOM remains +ve wrt the
response variable (i.e. x)
or
We know that: y = Ysinωt & ẏ = Yωcosωt
(1)
Put in (1)
mẍ + cẋ+ kx = Asin(ωt+α)
or
Coz RHS of (2) represents sum of two harmonic motions
(2)
ẍ
Recall that resultant/sum of two harmonic motions is given by:
Resultant =
mẍ + cẋ+ kx = Asin(ωt+α)
For the sum of two harmonic motions A and α are as follows:
α = tan-1 (cω/k)
&
Note that the unit of A is Newton (N)
Therefore,
mẍ + cẋ+ kx = sin(ωt+α) (3)
So we can say that Eq (3) again becomes EOM of damped forced vibration.
The particular solution of (3) is:
xp (t) = X sin(ωt + α – φ)
&
or,
here,
Fo=
• It is again important to see that how much displacement is transferred to the structure
due to the excitation of the base and what measures could be taken to reduce /isolate it.
Fo=
Finally,
Td = X/Y is the displacement transmissibility.
Td is the ratio of the amplitude of the mass to that of the base.
We have,
Put in above Eq.
(X/Y in terms of ζ & r)
• We can control Td through ζ & r.
• Td = X/Y increases as r tends to 1.
• Td tends to infinity when ζ = 0
(undamped) @ r = 1.
• Td reaches its maximum only for
0 < ζ < 1 at r = rm =
(dTd/dr = 0)
• For any value of ζ Td begins to decrease
as r exceeds 1, it becomes unity when
r = √2 and further continuously decreases
if r > √2. Hence, for Td < 1 the operating
region should be r > 2. Note that in this
region even ξ needs not to be large.
• Td is always unity when r = √2 for any
value of ζ.
• If r < √2 then smaller damping ratio
leads to larger value of Td (not good) but
if r > √2 smaller damping ratio leads to
smaller values of Td (good).
Force Transmissibility
• The problem of base excitation also generates the problem of force transmitted to the mass
through the isolators connected (i.e. due to springs and dampers attached).
• In fact any vibrating structure is capable of transmitting force to its base/foundation via isolator
connections.
We know that for forced damped vibrations the steady response is given as follows:
Differentiate twice to get ẍ = -Xω2sin(ωt-φ) and put in (1).
F(t) = mXω2sin(ωt-φ)
Where,
F(t) = FT sin(ωt-φ)
(1)
F(t) = k(x-y) + c(ẋ-ẏ) = -mẍ
FT = mXω2 (2)
Therefore,
(Max amplitude of transmitted force)
- c(ẋ-ẏ) – k(x-y) = mẍ
EOM:
or,
• Note that the transmitted force is also
harmonic & it is in phase with the
displacement of the mass.
Recall eq (2): FT = mXω2
For forced damped vibrations X is:
and for the base excitation we have:
Fo=
Put above values in eq (2):
mω2
FT =
After taking k common from the numerator and denominator and substituting
m/k = 1/ωn
2 , cω/k = 2ζr and r = ω/ωn we can write the above equation as follows:
The ratio FT/k Y is known as the force transmissibility and is due to the motion of the
base.
• Unlike the displacement
transmissibility (X/Y) the force
transmissibility (FT/k Y) does not
necessarily decreases if r > √2.
• For critically damped systems
FT/k Y continuously increases with
r. (drive slow on rough tracks!)
• FT/k Y reaches infinity near
resonance if ζ is small.
• if r > √2 then ζ must remain small
(ζ ≤ 0.2) to reduce the force
transmissibility.
• FT/k Y reaches 1 if ζ reaches 0.
• The best way to reduce force
transmissibility FT/k Y
irrespective of ζ is to keep r low
(i.e. keep r near 0)
• During base excitation we need to
have a compromise b/w the force
transmissibility & displacement
transmissibility
In a 1DOF underdamped forced vibration system the maximum vibration amplitude is measured
to be 2 mm. If the frequency ratio is to be 0.9 find the stiffness of the isolator mechanism in
terms of the excitation force.
Let the amplitude of force excitation = Fo
Than Xmax = 2 mm = 0.002 m.
We know that for damped force vibration:
M
However @ M = Mmax
r = (1-2ζ2)1/2
=
1 − 𝑟𝑟2
2
ζ =
1−0.92
2
ζ = 0.308
Therefore from (1):
While:
Mmax = Xmax/δst = Xmax/Fo/ k = Xmax k/Fo (1)
𝑘𝑘 =
𝐹𝐹𝑜𝑜
2𝑋𝑋𝑚𝑚𝑚𝑚𝑚𝑚ζ 1 − ζ2
𝑘𝑘 =
𝐹𝐹𝑜𝑜
2 × 0.002 × 0.3 1 − 0.32
k = 1.1447×10-3 Fo ANS

More Related Content

Similar to Vibration Isolation (Base Excitation).pdf

Notes mech v
Notes mech vNotes mech v
Notes mech v
Rung Heo
 
Dynamic response of oscillators to general excitations
Dynamic response of oscillators to general excitationsDynamic response of oscillators to general excitations
Dynamic response of oscillators to general excitations
University of Glasgow
 
CHAPTER_3_Forced_Vibration_of_Single_Degree_of_Freedom_System.pdf
CHAPTER_3_Forced_Vibration_of_Single_Degree_of_Freedom_System.pdfCHAPTER_3_Forced_Vibration_of_Single_Degree_of_Freedom_System.pdf
CHAPTER_3_Forced_Vibration_of_Single_Degree_of_Freedom_System.pdf
hayliyesus
 

Similar to Vibration Isolation (Base Excitation).pdf (20)

Earthquake engineering mcq
Earthquake engineering mcqEarthquake engineering mcq
Earthquake engineering mcq
 
Earthquake engineering mcq
Earthquake engineering mcqEarthquake engineering mcq
Earthquake engineering mcq
 
Notes mech v
Notes mech vNotes mech v
Notes mech v
 
Lect7-Fourier-Transform.pdf
Lect7-Fourier-Transform.pdfLect7-Fourier-Transform.pdf
Lect7-Fourier-Transform.pdf
 
Dynamics of Machinery Unit IV
Dynamics of Machinery Unit IVDynamics of Machinery Unit IV
Dynamics of Machinery Unit IV
 
Lecture 06 wave energy. interference. standing waves.
Lecture 06   wave energy. interference. standing waves.Lecture 06   wave energy. interference. standing waves.
Lecture 06 wave energy. interference. standing waves.
 
force transmibility ALA DOM Vibration
force transmibility ALA DOM Vibrationforce transmibility ALA DOM Vibration
force transmibility ALA DOM Vibration
 
Microwave Engineering
Microwave EngineeringMicrowave Engineering
Microwave Engineering
 
Radiation ppt by iit professor
Radiation ppt by iit professorRadiation ppt by iit professor
Radiation ppt by iit professor
 
Simple harmonic motion
Simple harmonic motion Simple harmonic motion
Simple harmonic motion
 
Vibration lab manual 1
Vibration lab manual 1Vibration lab manual 1
Vibration lab manual 1
 
z transforms
z transformsz transforms
z transforms
 
Lecture 05 mechanical waves. transverse waves.
Lecture 05   mechanical waves. transverse waves.Lecture 05   mechanical waves. transverse waves.
Lecture 05 mechanical waves. transverse waves.
 
Mt 1
Mt 1Mt 1
Mt 1
 
Dynamic response of oscillators to general excitations
Dynamic response of oscillators to general excitationsDynamic response of oscillators to general excitations
Dynamic response of oscillators to general excitations
 
Maths 3 ppt
Maths 3 pptMaths 3 ppt
Maths 3 ppt
 
A detailed analysis of wave equation regarding its formulation solution
A detailed analysis of wave equation regarding its formulation solutionA detailed analysis of wave equation regarding its formulation solution
A detailed analysis of wave equation regarding its formulation solution
 
Damped system under Harmonic motion
Damped system under Harmonic motionDamped system under Harmonic motion
Damped system under Harmonic motion
 
CHAPTER_3_Forced_Vibration_of_Single_Degree_of_Freedom_System.pdf
CHAPTER_3_Forced_Vibration_of_Single_Degree_of_Freedom_System.pdfCHAPTER_3_Forced_Vibration_of_Single_Degree_of_Freedom_System.pdf
CHAPTER_3_Forced_Vibration_of_Single_Degree_of_Freedom_System.pdf
 
Pulse Modulation ppt
Pulse Modulation pptPulse Modulation ppt
Pulse Modulation ppt
 

Recently uploaded

Recently uploaded (20)

80 ĐỀ THI THỬ TUYỂN SINH TIẾNG ANH VÀO 10 SỞ GD – ĐT THÀNH PHỐ HỒ CHÍ MINH NĂ...
80 ĐỀ THI THỬ TUYỂN SINH TIẾNG ANH VÀO 10 SỞ GD – ĐT THÀNH PHỐ HỒ CHÍ MINH NĂ...80 ĐỀ THI THỬ TUYỂN SINH TIẾNG ANH VÀO 10 SỞ GD – ĐT THÀNH PHỐ HỒ CHÍ MINH NĂ...
80 ĐỀ THI THỬ TUYỂN SINH TIẾNG ANH VÀO 10 SỞ GD – ĐT THÀNH PHỐ HỒ CHÍ MINH NĂ...
 
Jamworks pilot and AI at Jisc (20/03/2024)
Jamworks pilot and AI at Jisc (20/03/2024)Jamworks pilot and AI at Jisc (20/03/2024)
Jamworks pilot and AI at Jisc (20/03/2024)
 
Details on CBSE Compartment Exam.pptx1111
Details on CBSE Compartment Exam.pptx1111Details on CBSE Compartment Exam.pptx1111
Details on CBSE Compartment Exam.pptx1111
 
This PowerPoint helps students to consider the concept of infinity.
This PowerPoint helps students to consider the concept of infinity.This PowerPoint helps students to consider the concept of infinity.
This PowerPoint helps students to consider the concept of infinity.
 
Food safety_Challenges food safety laboratories_.pdf
Food safety_Challenges food safety laboratories_.pdfFood safety_Challenges food safety laboratories_.pdf
Food safety_Challenges food safety laboratories_.pdf
 
How to Manage Call for Tendor in Odoo 17
How to Manage Call for Tendor in Odoo 17How to Manage Call for Tendor in Odoo 17
How to Manage Call for Tendor in Odoo 17
 
OSCM Unit 2_Operations Processes & Systems
OSCM Unit 2_Operations Processes & SystemsOSCM Unit 2_Operations Processes & Systems
OSCM Unit 2_Operations Processes & Systems
 
How to setup Pycharm environment for Odoo 17.pptx
How to setup Pycharm environment for Odoo 17.pptxHow to setup Pycharm environment for Odoo 17.pptx
How to setup Pycharm environment for Odoo 17.pptx
 
Python Notes for mca i year students osmania university.docx
Python Notes for mca i year students osmania university.docxPython Notes for mca i year students osmania university.docx
Python Notes for mca i year students osmania university.docx
 
Beyond_Borders_Understanding_Anime_and_Manga_Fandom_A_Comprehensive_Audience_...
Beyond_Borders_Understanding_Anime_and_Manga_Fandom_A_Comprehensive_Audience_...Beyond_Borders_Understanding_Anime_and_Manga_Fandom_A_Comprehensive_Audience_...
Beyond_Borders_Understanding_Anime_and_Manga_Fandom_A_Comprehensive_Audience_...
 
Accessible Digital Futures project (20/03/2024)
Accessible Digital Futures project (20/03/2024)Accessible Digital Futures project (20/03/2024)
Accessible Digital Futures project (20/03/2024)
 
SOC 101 Demonstration of Learning Presentation
SOC 101 Demonstration of Learning PresentationSOC 101 Demonstration of Learning Presentation
SOC 101 Demonstration of Learning Presentation
 
Wellbeing inclusion and digital dystopias.pptx
Wellbeing inclusion and digital dystopias.pptxWellbeing inclusion and digital dystopias.pptx
Wellbeing inclusion and digital dystopias.pptx
 
latest AZ-104 Exam Questions and Answers
latest AZ-104 Exam Questions and Answerslatest AZ-104 Exam Questions and Answers
latest AZ-104 Exam Questions and Answers
 
Unit 3 Emotional Intelligence and Spiritual Intelligence.pdf
Unit 3 Emotional Intelligence and Spiritual Intelligence.pdfUnit 3 Emotional Intelligence and Spiritual Intelligence.pdf
Unit 3 Emotional Intelligence and Spiritual Intelligence.pdf
 
Mehran University Newsletter Vol-X, Issue-I, 2024
Mehran University Newsletter Vol-X, Issue-I, 2024Mehran University Newsletter Vol-X, Issue-I, 2024
Mehran University Newsletter Vol-X, Issue-I, 2024
 
COMMUNICATING NEGATIVE NEWS - APPROACHES .pptx
COMMUNICATING NEGATIVE NEWS - APPROACHES .pptxCOMMUNICATING NEGATIVE NEWS - APPROACHES .pptx
COMMUNICATING NEGATIVE NEWS - APPROACHES .pptx
 
Graduate Outcomes Presentation Slides - English
Graduate Outcomes Presentation Slides - EnglishGraduate Outcomes Presentation Slides - English
Graduate Outcomes Presentation Slides - English
 
NO1 Top Black Magic Specialist In Lahore Black magic In Pakistan Kala Ilam Ex...
NO1 Top Black Magic Specialist In Lahore Black magic In Pakistan Kala Ilam Ex...NO1 Top Black Magic Specialist In Lahore Black magic In Pakistan Kala Ilam Ex...
NO1 Top Black Magic Specialist In Lahore Black magic In Pakistan Kala Ilam Ex...
 
Basic Intentional Injuries Health Education
Basic Intentional Injuries Health EducationBasic Intentional Injuries Health Education
Basic Intentional Injuries Health Education
 

Vibration Isolation (Base Excitation).pdf

  • 1. Isolators = Springs + Dampers Undamped Spring Mount Pneumatic Rubber Mount Damped Spring Mount A press mounted on four pneumatic rubber mounts VIBRATION ISOLATION Vibration isolation means to design isolators i.e., springs and/or dampers in such a way that an object/equipment can be protected from the harmful effects of vibrations (large amplitudes and transmission forces)
  • 2. Harmonic Base Excitation • The vibrations are being transmitted to the structure through the excitation of the base or support. • Ex: vehicle vibrations due to rough road, earthquake, sensors attachment, camera attached to a fighter jet or a vehicle & a machine placed on a floor that is vibrating. • Actually, displacement and force both will be transmitted through base excitations. • This problem is also known as vibration isolation (except the sensor applications). ẍ net effect EOM: (∑F = mẍ) - c(ẋ-ẏ) – k(x-y) = mẍ Note we must select the signs of x and y such that the coefficients of m c and k in the EOM remains +ve wrt the response variable (i.e. x) or We know that: y = Ysinωt & ẏ = Yωcosωt (1) Put in (1) mẍ + cẋ+ kx = Asin(ωt+α) or Coz RHS of (2) represents sum of two harmonic motions (2) ẍ
  • 3. Recall that resultant/sum of two harmonic motions is given by: Resultant =
  • 4. mẍ + cẋ+ kx = Asin(ωt+α) For the sum of two harmonic motions A and α are as follows: α = tan-1 (cω/k) & Note that the unit of A is Newton (N) Therefore, mẍ + cẋ+ kx = sin(ωt+α) (3) So we can say that Eq (3) again becomes EOM of damped forced vibration. The particular solution of (3) is: xp (t) = X sin(ωt + α – φ) & or, here, Fo=
  • 5. • It is again important to see that how much displacement is transferred to the structure due to the excitation of the base and what measures could be taken to reduce /isolate it. Fo= Finally, Td = X/Y is the displacement transmissibility. Td is the ratio of the amplitude of the mass to that of the base. We have, Put in above Eq. (X/Y in terms of ζ & r)
  • 6. • We can control Td through ζ & r. • Td = X/Y increases as r tends to 1. • Td tends to infinity when ζ = 0 (undamped) @ r = 1. • Td reaches its maximum only for 0 < ζ < 1 at r = rm = (dTd/dr = 0) • For any value of ζ Td begins to decrease as r exceeds 1, it becomes unity when r = √2 and further continuously decreases if r > √2. Hence, for Td < 1 the operating region should be r > 2. Note that in this region even ξ needs not to be large. • Td is always unity when r = √2 for any value of ζ. • If r < √2 then smaller damping ratio leads to larger value of Td (not good) but if r > √2 smaller damping ratio leads to smaller values of Td (good).
  • 7. Force Transmissibility • The problem of base excitation also generates the problem of force transmitted to the mass through the isolators connected (i.e. due to springs and dampers attached). • In fact any vibrating structure is capable of transmitting force to its base/foundation via isolator connections. We know that for forced damped vibrations the steady response is given as follows: Differentiate twice to get ẍ = -Xω2sin(ωt-φ) and put in (1). F(t) = mXω2sin(ωt-φ) Where, F(t) = FT sin(ωt-φ) (1) F(t) = k(x-y) + c(ẋ-ẏ) = -mẍ FT = mXω2 (2) Therefore, (Max amplitude of transmitted force) - c(ẋ-ẏ) – k(x-y) = mẍ EOM: or, • Note that the transmitted force is also harmonic & it is in phase with the displacement of the mass.
  • 8. Recall eq (2): FT = mXω2 For forced damped vibrations X is: and for the base excitation we have: Fo= Put above values in eq (2): mω2 FT = After taking k common from the numerator and denominator and substituting m/k = 1/ωn 2 , cω/k = 2ζr and r = ω/ωn we can write the above equation as follows: The ratio FT/k Y is known as the force transmissibility and is due to the motion of the base.
  • 9. • Unlike the displacement transmissibility (X/Y) the force transmissibility (FT/k Y) does not necessarily decreases if r > √2. • For critically damped systems FT/k Y continuously increases with r. (drive slow on rough tracks!) • FT/k Y reaches infinity near resonance if ζ is small. • if r > √2 then ζ must remain small (ζ ≤ 0.2) to reduce the force transmissibility. • FT/k Y reaches 1 if ζ reaches 0. • The best way to reduce force transmissibility FT/k Y irrespective of ζ is to keep r low (i.e. keep r near 0) • During base excitation we need to have a compromise b/w the force transmissibility & displacement transmissibility
  • 10. In a 1DOF underdamped forced vibration system the maximum vibration amplitude is measured to be 2 mm. If the frequency ratio is to be 0.9 find the stiffness of the isolator mechanism in terms of the excitation force. Let the amplitude of force excitation = Fo Than Xmax = 2 mm = 0.002 m. We know that for damped force vibration: M However @ M = Mmax r = (1-2ζ2)1/2 = 1 − 𝑟𝑟2 2 ζ = 1−0.92 2 ζ = 0.308 Therefore from (1): While: Mmax = Xmax/δst = Xmax/Fo/ k = Xmax k/Fo (1) 𝑘𝑘 = 𝐹𝐹𝑜𝑜 2𝑋𝑋𝑚𝑚𝑚𝑚𝑚𝑚ζ 1 − ζ2 𝑘𝑘 = 𝐹𝐹𝑜𝑜 2 × 0.002 × 0.3 1 − 0.32 k = 1.1447×10-3 Fo ANS