SlideShare a Scribd company logo
International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056
Volume: 04 Issue: 12 | Dec-2017 www.irjet.net p-ISSN: 2395-0072
© 2017, IRJET | Impact Factor value: 6.171 | ISO 9001:2008 Certified Journal | Page 312
Design Assessment and Parametric Study of Expansion Bellow
Tuhin Halder1, Ankush K. Biradar2, Dr. S. Ram Reddy3
1ME Student, Mechanical Engineering Department, BRHCET
2Head of the Department, Mechanical Engineering Department, BRHCET
3Dr. S. Ram Reddy, Mechanical Engineering Department
---------------------------------------------------------------------***---------------------------------------------------------------------
Abstract - Design of Expansion bellow is a very critical
activity in the process of designofanExpansionJoints.Major
difficulties arrive in research process because thereareonly
few numbers of literatures, books and research papers are
available to guide the researchers to develop new design
with its complex shapes. For the purpose of safeanddurable
operation throughout the estimated working life it is
necessary to consider various factors whiledesign.Toarrive
at successful design of expansion bellow it is requires to
change the numbers of design parameters and do a lots
numbers of iterative calculation for a long time.
In this current research paper author
developed the design of U shaped expansion bellowwiththe
help of Expansion design codes like ASME and EJMA.A detail
parametric study is carriedoutbaseduponthedesignoutput
and verified through FEA process.
Key Words: Expansion bellow, EJMA,ASME,FEA
1. METHODOLOGY
1. This project methodology starts with the study of
various literature s and journals related to the
bellow and expansion joints.
2. Then select various design parameters as per the
suitable conditions like applications, durations of
applications, space available etc.
3. Then Design the bellow with thechosenparameters
with various design codes and standards.
4. Then analyse the various design results to find the
optimum one.
5. Then do the parametric study to ensure theimpacts
of the parameters on the stress values,lifeofbellow
etc.
6. Finally conclude the entire process.
2. BELLOW DESIGN PARAMETERS
To design a simple Expansion bellow for certain Design
Pressure with requisite certain minimum nos cycle of
operation the designer need to consider certaininputdesign
parameters and material properties as mentions below
A. Essential Material properties for Bellow design.
PARAMETERS NOTATIONS
Modulus of elasticity at Room Temp for
Bellows Eb(RT)/Eo
Modulus of elasticity at Working Temp for
Bellows Eb(dt)
Modulus of elasticity for ring at design temp Er(DT)
Modulus of elasticity for collar at design
temp Ec(DT)
Modulus of elasticity at Working Temp for
collar Ebc /Eb(DT)
Modulus of elasticity (overall) Eb
Yield strength at design temperature of the
actual Bellows material after completion of
Bellows forming and any applicable heat
treatment Sy
B. Design input parameters
PARAMETERS NOTATIONS
Pipe outer dia OD
Bellow ID Db
Bellows Thickness t
Number Of Plys n
International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056
Volume: 04 Issue: 12 | Dec-2017 www.irjet.net p-ISSN: 2395-0072
© 2017, IRJET | Impact Factor value: 6.171 | ISO 9001:2008 Certified Journal | Page 313
Mean radius of bellows convolution rm
Pitch of Convolution q
Number of Convolutions No
Tangent Length Lt
Bellows tangent collar thickness tc
Collar Length Lc
Length of the bellow convolution Lb
Design Pressure P
Design Temperature T
Axial Compression Xc
Axial Extention Xe
Lateral Movement y
Angular Movement θ
Depending upon the above mentioned material properties
and input parameter others auxiliaryparameterscanbefind
out from EJMA and ASME Codes .
3. STRESS CLACULATIONS AS PER EJMA:
1. Tangent Circumferential Membrane Stress Due to
pressure ( S1 )
S1= P*(Db + n*t)^2 * Lt*Eb*K / (2 * (n*t*Eb*Lt(Db+
n*t)) + (tc*K*Ec*Lc*Dc))
2. Bellows Circumferential Membrane Stress Due to
pressure ( S2 )
S2 = (P*Dm*Kr*q)/(2*Ac)
3. Bellows Meridional Membrane stress Due to
pressure ( S3 )
S3 = P*W / (2 * n * tp)
4. Bellows Meridional Bending Stress Due to pressure
( S4 )
S4 = (P / 2n) * (W / tp)^2 * Cp
EVALUATION
S1 & S2 <Cwb * Sab
S3+S4 < Cm * Sab
All the conditions should be satisfied
5. Bellows Meridional Membrane Stress due to
deflection ( S5 )
S5 = Ebr * (tp)^2 * e / (2 * W^3 * Cf)
6. Bellows Meridional bendingStressduetodeflection
( S6 )
S6 = 5 * Ebr * tp * e / (3 * w^2 * Cd)
7. Total Stress ( St ) = 0.7*(S3+S4)+S5+S6
8. Cycle Life ( Nc ) = (C/(St-b))^a
Where
Where a=3.4,b =54000,c=1860000
4. STRESS CLACULATIONS AS PER ASME:
1. Tangent Circumferential Membrane Stress (S1)
S1=(P*(Db+(n*t))^2*Lt*Eb*k)/(2*(n*t*Eb*Lt*(Db
(n*t))+(tc*k*Ebc*Lc*Dc)))
2. The circumferential membrane stress due to
pressure
S2= (P*Dm *q)/(2*A) for intermediate convolution
S2=(q*Dm+Lt(Db+nt))*P/2(A+n*tp+tc*Lc) for end
convolution
3. The meridional membrane stress due to pressure
(S3)
S3= P*w / (2 * n * tp)
4. The meridional bending stress due to pressure
S4= (P*Cp/(2*n))*(w/tp)^2
EVALUATION
S3 + S4 ≤ Kf*S
Kf = 3.0 for formed bellows
Kf=1.5 for annealed bellows
5. Meridional membrane stress (S5)
S5= Ebr * (tp)^2 * dq / (2 * w^3 * Cf)
6. Meridional bending stress (S6)
S6= 5 * Ebr * tp * dq / (3 * w^2 * Cd)
7. Total Stress ( St ) = 0.7*(S3+S4)+S5+S6
8. Cycle Life ( Nc ) =( k0/kg*(E0/Eb)St-S0))^2
Where
kg*(E0/Eb)St ≥ 65,000 psi
St is expressed in psi, Ko=5.2 _ 106 and So=38,300
International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056
Volume: 04 Issue: 12 | Dec-2017 www.irjet.net p-ISSN: 2395-0072
© 2017, IRJET | Impact Factor value: 6.171 | ISO 9001:2008 Certified Journal | Page 314
4. DESIGN RESULTS
5. DESIGN ANALYSIS:
From the above design it is observed that though the input
parameters are same for the both codal design method
(ASME and EJMA), the output stress components are
different because of their respective design philosophy. The
nature of stress components distributionareshownthrough
the graph bellow.
FIGURE: VIEW OF VARIOUS STRESS COMPONENTS
The above design can be analysed in that forthesamedesign
parameters
1. The value of
a) Tangent Circumferential Membrane Stress (S1)
b) Bellows Meridional Membrane stress (S3)
c) Bellows Meridional Bending Stress (S4)
Are same for both ASME and EJMA code basis Design
2. The value of
d) Bellows Circumferential Membrane Stress (S2) is
higher in EJMA with respect to ASME code basis Design
3. The value of
e) Bellows Meridional Membrane Stress due to deflection
(S5)
f) Bellows Meridional bending Stress due to deflection
(S6)
g) Total stress (St)
Are lower in EJMA with respect to ASME code basis Design
4. The cycle life of bellow is higher in EJMA with respect to
ASME code basis Design
7. PARAMETRIC ANALYSIS:
In the above design process the impacts of changesofdesign
parameters on total stress in both the design process
mentioned below –
With the initial rise in bellow convolution diameter, pitch,
length, pressure & temp. increase the total stress increases
as shown in below graph
.
FIGURE : NATURE OF CHANGE IN TOTAL STRESS WRT
DIAMETER, PITCH, LENGTH, PRESSURE & TEMP
With the increase of the depth of convolution the total stress
vale decrease in both the design process as shown bellow
FIGURE : NATURE OF CHANGE IN TOTAL STRESS WRT
BELLOW CONVOLUTION DEPTH
With the increase of the thickness of the bellow the total
stress increase with higher rate as shown inthegraph below
FIGURE : NATURE OF CHANGE IN TOTAL STRESS WRT
BELLOW
STRESS EJMA ASME UNITS
S1 3964.019 3964.019 Pa
S2 7312.319 5752.273 Pa
S3 1069.718 1069.718 Pa
S4 33597.47 33597.47 Pa
S5 1738.486 2210.82 Pa
S6 237959.2 343993.3 Pa
St 263964.8 370471.2 Pa
NC 1663.59 412.2956 Nos.
International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056
Volume: 04 Issue: 12 | Dec-2017 www.irjet.net p-ISSN: 2395-0072
© 2017, IRJET | Impact Factor value: 6.171 | ISO 9001:2008 Certified Journal | Page 315
CONCLUSION
[1] The total stress estimated from the design based on
EJMA depends on the meridional membrane stresses
and meridional bending stress due to the pressure and
the total equivalent displacements in axial direction
without considering the others effects like temperature
etc. While in the design with ASME section VIII also
considers the effects of operating temperature of
bellows using the modules of elasticity both at room
temperature and operating temperatures.
[2] Fatigue strength factorisneglectedwhiledesigningwith
the EJMA design code but the considered while
designing with the design code-ASME section VIII with
its effecting factors like thickness changes, various
surface factors and weld geometrics.
REFERENCES
[3] Sungchul Kim and Bongchoon Jang “Development of
Bellows Design SoftwareusingMATLAB”,IndianJournal
of Science and Technology, Vol 8(S8), 201–206, April
2015
[4] Gaurav R. Mohite, A. P. Edlabadkar, “Analysis of
expansion joint in heat exchanger using finite element
analysis method”, IJPRET, 2014; Volume 2 (9):436-449,
Published Date: 01/05/2014
[5] Brijesh M. Patel, B.D. Patel, V.M. Prajapati, “A Critical
Review on Metal Expansion Bellows”, International
Journal of Engineering Science and Innovative
Technology (IJESIT) Volume 2, Issue 2, March 2013
[6] Jayesh .B Khunt, Rakesh .P Prajapati, “Design And
Thermal Analysis Of Thermal Expansion Joint In
Industrial Application” IJIRST | Volume 1 | Issue 6 |
November 2014
[7] Brijesh kumar. M. Patel, V.A. Patel, ”Design,
Manufacturing and Analysis of Metal Expansion
Bellows” IJESIT Volume 2, Issue 3, May 2013
[8] EJMA (Expansion Joint Manufacturing Association)
Ninth Edition.
[9] ASME Section VIII Division-1 Appendix26,2010.(2004)
1–6.

More Related Content

PPTX
Etabs BY Subash Pathak
PDF
Example314b taskgroupb-c-120730160543-phpapp01
PDF
Wind Analysis and Design of G+11 Storied Building using STAAD-Pro
PDF
Rcc design handbook
PDF
Comparison of Various Pressure Vessel Codes
PDF
Design of Pressure Vessel using ASME Codes and a Comparative Analysis using FEA
PDF
Design of Composite Pressure Vessel
PDF
TALAT Lecture 2204: Design Philosophy
Etabs BY Subash Pathak
Example314b taskgroupb-c-120730160543-phpapp01
Wind Analysis and Design of G+11 Storied Building using STAAD-Pro
Rcc design handbook
Comparison of Various Pressure Vessel Codes
Design of Pressure Vessel using ASME Codes and a Comparative Analysis using FEA
Design of Composite Pressure Vessel
TALAT Lecture 2204: Design Philosophy

What's hot (20)

PPT
Min ambient temp considerations
PDF
Steel Warehouse Project
PDF
Concrete technology
PDF
Static and Fatigue Analysis of Pressure Vessel as per ASME Codes
PDF
Seismic design of multistoreyed rc building using various codes
PDF
Design by Analysis - A general guideline for pressure vessel
PDF
PDF
Paper id 2920142
PDF
IS 1893 part 1-2016
PDF
WIND LOADING ON LIGHTING STEEL COLUMN - EN 40-3-1:2013
PDF
Ny2422782281
PDF
Revisions in the new d1.1 2010
PDF
Rail Alliance Event on 25/02/15: Lighting Column Specification - ALC
PDF
Ch08
PDF
IRJET- Review on Various Practices on Fatigue Analysis of Nuclear Power Plant...
PDF
Lethal service quick guide
PDF
Fire Induced Progressive Collapse of Multi-Storied Steel Structure
PDF
Aircraft wing design and strength, stiffness and stability analysis by using...
PDF
IRJET- Structural Analysis and Design of Pump House
PPTX
DESIGN BUILDING BY STAD PRO
Min ambient temp considerations
Steel Warehouse Project
Concrete technology
Static and Fatigue Analysis of Pressure Vessel as per ASME Codes
Seismic design of multistoreyed rc building using various codes
Design by Analysis - A general guideline for pressure vessel
Paper id 2920142
IS 1893 part 1-2016
WIND LOADING ON LIGHTING STEEL COLUMN - EN 40-3-1:2013
Ny2422782281
Revisions in the new d1.1 2010
Rail Alliance Event on 25/02/15: Lighting Column Specification - ALC
Ch08
IRJET- Review on Various Practices on Fatigue Analysis of Nuclear Power Plant...
Lethal service quick guide
Fire Induced Progressive Collapse of Multi-Storied Steel Structure
Aircraft wing design and strength, stiffness and stability analysis by using...
IRJET- Structural Analysis and Design of Pump House
DESIGN BUILDING BY STAD PRO
Ad

Similar to Design Assessment and Parametric Study of Expansion Bellow (20)

PDF
Research of The Design Life of Casting Crane Girder
PDF
A critical Review of Expansion Bellow
PDF
Design & Structural Analysis of Poppet Valves for TVS Luna Bike
PDF
Analysis of Bolt Subjected to Temperature Using Different Materials
PDF
Study of Steel Moment Resisting Frame with Reduced Beam Section
PDF
Cost Optimization of a Tubular Steel Truss Using Limit State Method of Design
PDF
Research Inventy : International Journal of Engineering and Science
PDF
Study of Ball Valve and Design of Thickness of Shell and Flange
PDF
Comparative Study on CFST and RC Column in the RC Frame Structure
PPTX
SEMINAR ON -DYNAMIC EARTHQUICK DESIGN OF G+6 STORIED RESIDENTIAL BUILDING (VI...
PDF
IRJET - Optimization of Crankshaft by Modification in Design and Material
PDF
IRJET- Numerical Investigation on Cold Formed Press Braking Steel Zed Section...
PDF
IRJET- Design AIDS for Beam-Column Design as per IS 800:2007
PDF
Development and design validation of pneumatic tool for stem seal collet fi...
PDF
Design and Stress Analysis of High Pressure Accumulator
PDF
Mechanical Design and Analysis of Steel Stack by Varying its Height with Cons...
PDF
IRJET - Mathematical Analysis of Angular Distortion on GTA Welded Hot Rolled ...
PDF
COMPARATIVE STUDY ON ANALYSIS AND DESIGN OF TRUSS USING MANUAL CALCULATIONS A...
PDF
Computer Aided Analysis and Design of Multi-Storeyed Building using Staad Pro
PDF
DESIGNING FRAMED STRUCTURE IN ETABS AND STAAD PRO
Research of The Design Life of Casting Crane Girder
A critical Review of Expansion Bellow
Design & Structural Analysis of Poppet Valves for TVS Luna Bike
Analysis of Bolt Subjected to Temperature Using Different Materials
Study of Steel Moment Resisting Frame with Reduced Beam Section
Cost Optimization of a Tubular Steel Truss Using Limit State Method of Design
Research Inventy : International Journal of Engineering and Science
Study of Ball Valve and Design of Thickness of Shell and Flange
Comparative Study on CFST and RC Column in the RC Frame Structure
SEMINAR ON -DYNAMIC EARTHQUICK DESIGN OF G+6 STORIED RESIDENTIAL BUILDING (VI...
IRJET - Optimization of Crankshaft by Modification in Design and Material
IRJET- Numerical Investigation on Cold Formed Press Braking Steel Zed Section...
IRJET- Design AIDS for Beam-Column Design as per IS 800:2007
Development and design validation of pneumatic tool for stem seal collet fi...
Design and Stress Analysis of High Pressure Accumulator
Mechanical Design and Analysis of Steel Stack by Varying its Height with Cons...
IRJET - Mathematical Analysis of Angular Distortion on GTA Welded Hot Rolled ...
COMPARATIVE STUDY ON ANALYSIS AND DESIGN OF TRUSS USING MANUAL CALCULATIONS A...
Computer Aided Analysis and Design of Multi-Storeyed Building using Staad Pro
DESIGNING FRAMED STRUCTURE IN ETABS AND STAAD PRO
Ad

More from IRJET Journal (20)

PDF
Enhanced heart disease prediction using SKNDGR ensemble Machine Learning Model
PDF
Utilizing Biomedical Waste for Sustainable Brick Manufacturing: A Novel Appro...
PDF
Kiona – A Smart Society Automation Project
PDF
DESIGN AND DEVELOPMENT OF BATTERY THERMAL MANAGEMENT SYSTEM USING PHASE CHANG...
PDF
Invest in Innovation: Empowering Ideas through Blockchain Based Crowdfunding
PDF
SPACE WATCH YOUR REAL-TIME SPACE INFORMATION HUB
PDF
A Review on Influence of Fluid Viscous Damper on The Behaviour of Multi-store...
PDF
Wireless Arduino Control via Mobile: Eliminating the Need for a Dedicated Wir...
PDF
Explainable AI(XAI) using LIME and Disease Detection in Mango Leaf by Transfe...
PDF
BRAIN TUMOUR DETECTION AND CLASSIFICATION
PDF
The Project Manager as an ambassador of the contract. The case of NEC4 ECC co...
PDF
"Enhanced Heat Transfer Performance in Shell and Tube Heat Exchangers: A CFD ...
PDF
Advancements in CFD Analysis of Shell and Tube Heat Exchangers with Nanofluid...
PDF
Breast Cancer Detection using Computer Vision
PDF
Auto-Charging E-Vehicle with its battery Management.
PDF
Analysis of high energy charge particle in the Heliosphere
PDF
A Novel System for Recommending Agricultural Crops Using Machine Learning App...
PDF
Auto-Charging E-Vehicle with its battery Management.
PDF
Analysis of high energy charge particle in the Heliosphere
PDF
Wireless Arduino Control via Mobile: Eliminating the Need for a Dedicated Wir...
Enhanced heart disease prediction using SKNDGR ensemble Machine Learning Model
Utilizing Biomedical Waste for Sustainable Brick Manufacturing: A Novel Appro...
Kiona – A Smart Society Automation Project
DESIGN AND DEVELOPMENT OF BATTERY THERMAL MANAGEMENT SYSTEM USING PHASE CHANG...
Invest in Innovation: Empowering Ideas through Blockchain Based Crowdfunding
SPACE WATCH YOUR REAL-TIME SPACE INFORMATION HUB
A Review on Influence of Fluid Viscous Damper on The Behaviour of Multi-store...
Wireless Arduino Control via Mobile: Eliminating the Need for a Dedicated Wir...
Explainable AI(XAI) using LIME and Disease Detection in Mango Leaf by Transfe...
BRAIN TUMOUR DETECTION AND CLASSIFICATION
The Project Manager as an ambassador of the contract. The case of NEC4 ECC co...
"Enhanced Heat Transfer Performance in Shell and Tube Heat Exchangers: A CFD ...
Advancements in CFD Analysis of Shell and Tube Heat Exchangers with Nanofluid...
Breast Cancer Detection using Computer Vision
Auto-Charging E-Vehicle with its battery Management.
Analysis of high energy charge particle in the Heliosphere
A Novel System for Recommending Agricultural Crops Using Machine Learning App...
Auto-Charging E-Vehicle with its battery Management.
Analysis of high energy charge particle in the Heliosphere
Wireless Arduino Control via Mobile: Eliminating the Need for a Dedicated Wir...

Recently uploaded (20)

PDF
Operating System & Kernel Study Guide-1 - converted.pdf
PDF
TFEC-4-2020-Design-Guide-for-Timber-Roof-Trusses.pdf
PDF
Enhancing Cyber Defense Against Zero-Day Attacks using Ensemble Neural Networks
PDF
Embodied AI: Ushering in the Next Era of Intelligent Systems
PPTX
web development for engineering and engineering
PPTX
Construction Project Organization Group 2.pptx
PPTX
FINAL REVIEW FOR COPD DIANOSIS FOR PULMONARY DISEASE.pptx
PDF
PRIZ Academy - 9 Windows Thinking Where to Invest Today to Win Tomorrow.pdf
PPTX
M Tech Sem 1 Civil Engineering Environmental Sciences.pptx
PDF
Well-logging-methods_new................
PDF
R24 SURVEYING LAB MANUAL for civil enggi
PPTX
Sustainable Sites - Green Building Construction
PPTX
Geodesy 1.pptx...............................................
PDF
The CXO Playbook 2025 – Future-Ready Strategies for C-Suite Leaders Cerebrai...
PDF
Model Code of Practice - Construction Work - 21102022 .pdf
PDF
Digital Logic Computer Design lecture notes
PPTX
Infosys Presentation by1.Riyan Bagwan 2.Samadhan Naiknavare 3.Gaurav Shinde 4...
PPTX
CYBER-CRIMES AND SECURITY A guide to understanding
PDF
Automation-in-Manufacturing-Chapter-Introduction.pdf
PPTX
CH1 Production IntroductoryConcepts.pptx
Operating System & Kernel Study Guide-1 - converted.pdf
TFEC-4-2020-Design-Guide-for-Timber-Roof-Trusses.pdf
Enhancing Cyber Defense Against Zero-Day Attacks using Ensemble Neural Networks
Embodied AI: Ushering in the Next Era of Intelligent Systems
web development for engineering and engineering
Construction Project Organization Group 2.pptx
FINAL REVIEW FOR COPD DIANOSIS FOR PULMONARY DISEASE.pptx
PRIZ Academy - 9 Windows Thinking Where to Invest Today to Win Tomorrow.pdf
M Tech Sem 1 Civil Engineering Environmental Sciences.pptx
Well-logging-methods_new................
R24 SURVEYING LAB MANUAL for civil enggi
Sustainable Sites - Green Building Construction
Geodesy 1.pptx...............................................
The CXO Playbook 2025 – Future-Ready Strategies for C-Suite Leaders Cerebrai...
Model Code of Practice - Construction Work - 21102022 .pdf
Digital Logic Computer Design lecture notes
Infosys Presentation by1.Riyan Bagwan 2.Samadhan Naiknavare 3.Gaurav Shinde 4...
CYBER-CRIMES AND SECURITY A guide to understanding
Automation-in-Manufacturing-Chapter-Introduction.pdf
CH1 Production IntroductoryConcepts.pptx

Design Assessment and Parametric Study of Expansion Bellow

  • 1. International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 04 Issue: 12 | Dec-2017 www.irjet.net p-ISSN: 2395-0072 © 2017, IRJET | Impact Factor value: 6.171 | ISO 9001:2008 Certified Journal | Page 312 Design Assessment and Parametric Study of Expansion Bellow Tuhin Halder1, Ankush K. Biradar2, Dr. S. Ram Reddy3 1ME Student, Mechanical Engineering Department, BRHCET 2Head of the Department, Mechanical Engineering Department, BRHCET 3Dr. S. Ram Reddy, Mechanical Engineering Department ---------------------------------------------------------------------***--------------------------------------------------------------------- Abstract - Design of Expansion bellow is a very critical activity in the process of designofanExpansionJoints.Major difficulties arrive in research process because thereareonly few numbers of literatures, books and research papers are available to guide the researchers to develop new design with its complex shapes. For the purpose of safeanddurable operation throughout the estimated working life it is necessary to consider various factors whiledesign.Toarrive at successful design of expansion bellow it is requires to change the numbers of design parameters and do a lots numbers of iterative calculation for a long time. In this current research paper author developed the design of U shaped expansion bellowwiththe help of Expansion design codes like ASME and EJMA.A detail parametric study is carriedoutbaseduponthedesignoutput and verified through FEA process. Key Words: Expansion bellow, EJMA,ASME,FEA 1. METHODOLOGY 1. This project methodology starts with the study of various literature s and journals related to the bellow and expansion joints. 2. Then select various design parameters as per the suitable conditions like applications, durations of applications, space available etc. 3. Then Design the bellow with thechosenparameters with various design codes and standards. 4. Then analyse the various design results to find the optimum one. 5. Then do the parametric study to ensure theimpacts of the parameters on the stress values,lifeofbellow etc. 6. Finally conclude the entire process. 2. BELLOW DESIGN PARAMETERS To design a simple Expansion bellow for certain Design Pressure with requisite certain minimum nos cycle of operation the designer need to consider certaininputdesign parameters and material properties as mentions below A. Essential Material properties for Bellow design. PARAMETERS NOTATIONS Modulus of elasticity at Room Temp for Bellows Eb(RT)/Eo Modulus of elasticity at Working Temp for Bellows Eb(dt) Modulus of elasticity for ring at design temp Er(DT) Modulus of elasticity for collar at design temp Ec(DT) Modulus of elasticity at Working Temp for collar Ebc /Eb(DT) Modulus of elasticity (overall) Eb Yield strength at design temperature of the actual Bellows material after completion of Bellows forming and any applicable heat treatment Sy B. Design input parameters PARAMETERS NOTATIONS Pipe outer dia OD Bellow ID Db Bellows Thickness t Number Of Plys n
  • 2. International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 04 Issue: 12 | Dec-2017 www.irjet.net p-ISSN: 2395-0072 © 2017, IRJET | Impact Factor value: 6.171 | ISO 9001:2008 Certified Journal | Page 313 Mean radius of bellows convolution rm Pitch of Convolution q Number of Convolutions No Tangent Length Lt Bellows tangent collar thickness tc Collar Length Lc Length of the bellow convolution Lb Design Pressure P Design Temperature T Axial Compression Xc Axial Extention Xe Lateral Movement y Angular Movement θ Depending upon the above mentioned material properties and input parameter others auxiliaryparameterscanbefind out from EJMA and ASME Codes . 3. STRESS CLACULATIONS AS PER EJMA: 1. Tangent Circumferential Membrane Stress Due to pressure ( S1 ) S1= P*(Db + n*t)^2 * Lt*Eb*K / (2 * (n*t*Eb*Lt(Db+ n*t)) + (tc*K*Ec*Lc*Dc)) 2. Bellows Circumferential Membrane Stress Due to pressure ( S2 ) S2 = (P*Dm*Kr*q)/(2*Ac) 3. Bellows Meridional Membrane stress Due to pressure ( S3 ) S3 = P*W / (2 * n * tp) 4. Bellows Meridional Bending Stress Due to pressure ( S4 ) S4 = (P / 2n) * (W / tp)^2 * Cp EVALUATION S1 & S2 <Cwb * Sab S3+S4 < Cm * Sab All the conditions should be satisfied 5. Bellows Meridional Membrane Stress due to deflection ( S5 ) S5 = Ebr * (tp)^2 * e / (2 * W^3 * Cf) 6. Bellows Meridional bendingStressduetodeflection ( S6 ) S6 = 5 * Ebr * tp * e / (3 * w^2 * Cd) 7. Total Stress ( St ) = 0.7*(S3+S4)+S5+S6 8. Cycle Life ( Nc ) = (C/(St-b))^a Where Where a=3.4,b =54000,c=1860000 4. STRESS CLACULATIONS AS PER ASME: 1. Tangent Circumferential Membrane Stress (S1) S1=(P*(Db+(n*t))^2*Lt*Eb*k)/(2*(n*t*Eb*Lt*(Db (n*t))+(tc*k*Ebc*Lc*Dc))) 2. The circumferential membrane stress due to pressure S2= (P*Dm *q)/(2*A) for intermediate convolution S2=(q*Dm+Lt(Db+nt))*P/2(A+n*tp+tc*Lc) for end convolution 3. The meridional membrane stress due to pressure (S3) S3= P*w / (2 * n * tp) 4. The meridional bending stress due to pressure S4= (P*Cp/(2*n))*(w/tp)^2 EVALUATION S3 + S4 ≤ Kf*S Kf = 3.0 for formed bellows Kf=1.5 for annealed bellows 5. Meridional membrane stress (S5) S5= Ebr * (tp)^2 * dq / (2 * w^3 * Cf) 6. Meridional bending stress (S6) S6= 5 * Ebr * tp * dq / (3 * w^2 * Cd) 7. Total Stress ( St ) = 0.7*(S3+S4)+S5+S6 8. Cycle Life ( Nc ) =( k0/kg*(E0/Eb)St-S0))^2 Where kg*(E0/Eb)St ≥ 65,000 psi St is expressed in psi, Ko=5.2 _ 106 and So=38,300
  • 3. International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 04 Issue: 12 | Dec-2017 www.irjet.net p-ISSN: 2395-0072 © 2017, IRJET | Impact Factor value: 6.171 | ISO 9001:2008 Certified Journal | Page 314 4. DESIGN RESULTS 5. DESIGN ANALYSIS: From the above design it is observed that though the input parameters are same for the both codal design method (ASME and EJMA), the output stress components are different because of their respective design philosophy. The nature of stress components distributionareshownthrough the graph bellow. FIGURE: VIEW OF VARIOUS STRESS COMPONENTS The above design can be analysed in that forthesamedesign parameters 1. The value of a) Tangent Circumferential Membrane Stress (S1) b) Bellows Meridional Membrane stress (S3) c) Bellows Meridional Bending Stress (S4) Are same for both ASME and EJMA code basis Design 2. The value of d) Bellows Circumferential Membrane Stress (S2) is higher in EJMA with respect to ASME code basis Design 3. The value of e) Bellows Meridional Membrane Stress due to deflection (S5) f) Bellows Meridional bending Stress due to deflection (S6) g) Total stress (St) Are lower in EJMA with respect to ASME code basis Design 4. The cycle life of bellow is higher in EJMA with respect to ASME code basis Design 7. PARAMETRIC ANALYSIS: In the above design process the impacts of changesofdesign parameters on total stress in both the design process mentioned below – With the initial rise in bellow convolution diameter, pitch, length, pressure & temp. increase the total stress increases as shown in below graph . FIGURE : NATURE OF CHANGE IN TOTAL STRESS WRT DIAMETER, PITCH, LENGTH, PRESSURE & TEMP With the increase of the depth of convolution the total stress vale decrease in both the design process as shown bellow FIGURE : NATURE OF CHANGE IN TOTAL STRESS WRT BELLOW CONVOLUTION DEPTH With the increase of the thickness of the bellow the total stress increase with higher rate as shown inthegraph below FIGURE : NATURE OF CHANGE IN TOTAL STRESS WRT BELLOW STRESS EJMA ASME UNITS S1 3964.019 3964.019 Pa S2 7312.319 5752.273 Pa S3 1069.718 1069.718 Pa S4 33597.47 33597.47 Pa S5 1738.486 2210.82 Pa S6 237959.2 343993.3 Pa St 263964.8 370471.2 Pa NC 1663.59 412.2956 Nos.
  • 4. International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 04 Issue: 12 | Dec-2017 www.irjet.net p-ISSN: 2395-0072 © 2017, IRJET | Impact Factor value: 6.171 | ISO 9001:2008 Certified Journal | Page 315 CONCLUSION [1] The total stress estimated from the design based on EJMA depends on the meridional membrane stresses and meridional bending stress due to the pressure and the total equivalent displacements in axial direction without considering the others effects like temperature etc. While in the design with ASME section VIII also considers the effects of operating temperature of bellows using the modules of elasticity both at room temperature and operating temperatures. [2] Fatigue strength factorisneglectedwhiledesigningwith the EJMA design code but the considered while designing with the design code-ASME section VIII with its effecting factors like thickness changes, various surface factors and weld geometrics. REFERENCES [3] Sungchul Kim and Bongchoon Jang “Development of Bellows Design SoftwareusingMATLAB”,IndianJournal of Science and Technology, Vol 8(S8), 201–206, April 2015 [4] Gaurav R. Mohite, A. P. Edlabadkar, “Analysis of expansion joint in heat exchanger using finite element analysis method”, IJPRET, 2014; Volume 2 (9):436-449, Published Date: 01/05/2014 [5] Brijesh M. Patel, B.D. Patel, V.M. Prajapati, “A Critical Review on Metal Expansion Bellows”, International Journal of Engineering Science and Innovative Technology (IJESIT) Volume 2, Issue 2, March 2013 [6] Jayesh .B Khunt, Rakesh .P Prajapati, “Design And Thermal Analysis Of Thermal Expansion Joint In Industrial Application” IJIRST | Volume 1 | Issue 6 | November 2014 [7] Brijesh kumar. M. Patel, V.A. Patel, ”Design, Manufacturing and Analysis of Metal Expansion Bellows” IJESIT Volume 2, Issue 3, May 2013 [8] EJMA (Expansion Joint Manufacturing Association) Ninth Edition. [9] ASME Section VIII Division-1 Appendix26,2010.(2004) 1–6.