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International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056
Volume: 04 Issue: 08 | Aug -2017 www.irjet.net p-ISSN: 2395-0072
© 2017, IRJET | Impact Factor value: 5.181 | ISO 9001:2008 Certified Journal | Page 1685
STRESS ANALYSIS ON CHAIR FRAME
Mr.D.G.Gawande1, Dr.R.E.Thombre2
1Student, IV Semester M.Tech (CAD/CAM),
2Associate Professor, Mechanical Engineering Department,
1,2 Rajiv Gandhi College of Engg. Research & Technology, Chandrapur – 442 403 (Maharashtra) (India)
---------------------------------------------------------------------***---------------------------------------------------------------------
ABSTRACT: The present paper deals with the stress
analysis of a chair frame by using Finite Element Method.
The study is constrained to only metal frame and is carried
out in Ansys workbench.
The loads are acting on the various members of the chair
frame. The average distribution of mass on the chair frame
member is calculated. FEM analysisisdoneforthesameload
applied on the chair frame.
The results show that maximum stress generated at the
support. The maximum tensile stress generated below the
ultimate tensile stress of selected material (Mild Steel). Also
the deformation of chair frame is calculated by using FEM
analysis.
Keywords: Chair frame, Stress analysis, Total
deformation, FEM.
1. INTRODUCTION
Development of a new product in contemporary production
is very expensive economic activity. The processoffurniture
construction in shortage of exact data which refers to the
measurements of certain parts. Sometime measurement is
done on the own experience and engineering practice.
It is not effective to carry out destructive test for testing of
chair model to validate the design. The introduction of FEM
made easy to test the furniture under various condition for
its validation. In the past four decades the finite elements
method has become the main method of numerical analysis
with the application in solving boundary problems in
mathematical physics and particularly continuum
mechanics, whereas it still has not been applied in furniture
industry to the fullest degree. Studies in this field
undoubtedly contributed to the introduction of the finite
element method into furniture industry.
The chair is the widely used product in day to day life. The
improvement in design and manufacturing method is the
main aim of this paper. This paper investigates the stress
generated on the chair component and how to minimize the
stress.
2. OVERVIEW
The frame structure of chair is shown in figure 1. Theframes
of metal pipe of various inside and outside diameter are
considered for the analysis. The chair model is subjected
various loads under different condition. The aim of paper is
to find the stress generated in chair frame and modify the
design as per requirement.
Fig.1: Orthographic views of chair
3. PROPOSED METHOD
FEM is used to analyze the model and to determine the
maximum stress generated area on the frame. FEM is the
best numerical tool to solve the proposed problem.
4. MODELING
The structural model of chair frame is created by using the
3D cad modeling software. The software used for designing
is creo parametric 2.0. The chair model is shown below
Fig.2: Chair model
International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056
Volume: 04 Issue: 08 | Aug -2017 www.irjet.net p-ISSN: 2395-0072
© 2017, IRJET | Impact Factor value: 5.181 | ISO 9001:2008 Certified Journal | Page 1686
4.1. MATERIAL
The properties of material used to manufacture are
Material Used = Mild Steel
Density = 7850 kg/m3
Tensile Strength = 250 MPa
Ultimate Tensile Strength = 460MPa
Isometric Thermal Conductivity = 60.5 W/mK
Specific Heat = 434 J/Kg K
Isotropic Resistivity = 1.7 ×
ohm-m
5. ANALYSIS RESULT
The analysis is carried out for various models bykeepingthe
inner diameter of frame constant, by varying the thickness,
by varying diameters. The result of the analysis shown
below:
5.1. EFFECT OF STRESS ON CHAIR WHEN OD= 23 MM
AND ID= 22 MM
Fig.3: Von- Misses stress for OD=23mm and ID=22mm
The chair model is tested for various loads. The
stress and deformation of chair is reveals the values shown
in the table and chart given below
Table 1: Result of Chair having OD=23mm and ID=22mm
LOAD STRESS
(MPa)
STRAIN
(m/m)
DEFORMATION
(m)
800 N 1734.3 0.013167 0.1762
900 N 1993.5 0.015136 0.19928
1000 N 2252.7 0.017104 0.22495
1100 N 2511.9 0.019073 0.25061
1200 N 2771.1 0.021041 0.27627
The analysis is carried out for number of models.
The result of the analysis is shown below in tabular form. It
observed from the result that, the stress increases with
increase in load applied.Also comparison of various chair
models is shown in the result.
6. DISCUSSION
The result for OD=23 mm and ID=22 mm is given in table 1.
It is observed that the maximum stress,maximumstrainand
total deformation increases with increase in load applied.
Similarly, results obtained for varying thicknessandvarying
diameter ranges.
Following graph shows Load applied (N) on abscissa and
Von-Misses Stresses(MPa)accordingtotheloadonordinate.
0
1000
2000
3000
800 N 900 N 1000 N 1100 N 1200 N
Von-misesStresses(Mpa)
Load (N)
Load vs Stress
OD=23
OD=24
OD=25
OD=25
OD=28
OD=28
Fig.4: Load (N) VS Von -Misses stress (MPa)
The above fig. shows the stresses generated in all designed
model according to gradual loading.Thegraphshowsthat,as
the load increases on the chair frame stress increases. For
Load of 800N,and Inner diameter of 22mm and Outer
diameter of 23mm (for 0.5mm thickness) the stress
observed to be 1734.3MPa as compared to Load of 1200N,it
is 2347.9MPa as Load increases from 800Nto 1200N,
Stresses Increases by 613.6MPa. It means for Load increase
of 400N stresses increases by 35.38%
For Load of 800N,and Inner diameter of 23mm and
Outer diameter of 25mmfor (1mm thickness) the stress
observed to be 1001.7MPa as compared to Load of 1200N,it
is 1355.1MPa as Load increases from 800N to 1200N,
Stresses Increases by 353.4MPa. It means for Load increase
of 400N stresses increases by 35.28%
The above graph also shows that for same load 800N stress
at Outer Diameter=23mm is less as compared to Outer
Diameter= 28mm, so it is clear thatasDiameterincreases for
same load stress are also decreases.
International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056
Volume: 04 Issue: 08 | Aug -2017 www.irjet.net p-ISSN: 2395-0072
© 2017, IRJET | Impact Factor value: 5.181 | ISO 9001:2008 Certified Journal | Page 1687
0
0.1
0.2
0.3
800 N 900 N 1000 N 1100 N 1200 N
Totaldeformation
Load
Load vs Total deformation OD=23/
ID=22
OD=24/ID
=23
OD=25/ID
=23
OD=25/ID
=24
OD=28/ID
=26
OD=28/ID
=27
Fig.5: load (N) VS Total Deformation (M)
The above fig. shows the relation between load and
deformation of chair. As the load increases on the chair,
deformation of chair increases. Lesser the load, less
deformation & larger load get larger deformation. As the
design parameter changes the deformation also changes.
For Load of 800N,and Inner diameter of 23mm and
Outer diameter of 22mmfor (0.5mm thickness) the
deformation observed to be 0.17362(M) as compared to
Load of 1200N,it is 0.23749(M) as Load increases from
800Nto 1200N, deformation Increases by 0.06387(M). It
means for Load increase of 400N stresses increases by
36.78%
0
1000
2000
3000
800 N 900 N 1000 N1100 N1200 N
Von-
MissesStress(MPa)
Load(N)
Stress vs load
OD=23
OD=24
OD=25
OD=28
Fig.6: Stress VS Load for 0.5mm thick frame
Above fig.6 shows comparison between stressesvs.
load (for 0.5 mm thick pipe frame). It is seen that as the load
increases stress increased proportionally. Also as the
dimension increases stress induced deceases.
For Load of 800N,and Inner diameter of 27mm and
Outer diameter of 28mmfor (0.5mm thickness) the stresses
observed to be 1581as compared to Load of 1200N,it is
2143.5as Load increases from 800Nto 1200N, stresses
Increases by 562.5. It means for Load increase of 400N
stresses increases by 35.57%
0
500
1000
1500
800 N 900 N 1000 N 1100 N 1200 N
Von-MissesStress
(MPa)
Load(N)
Stress vs Load
OD=2
OD=2
Fig.7: Von-Mises Stress VS load for 1mm thick pipe frame
Above chart shows the comparison between Von-
Misses stresses VS Load for 1mm thick pipe frame. It shows
that as the load increases, stress increases. Also as the
dimensions increases on higher side stress decreases.
For Load of 800N, and Inner diameter of 27mm and
Outer diameter of 28mmfor (1mm thickness) the stresses
observed to be 938.1(MPa) as compared toLoadof1200N,it
is 1270(MPa) as Load increases from 800N to 1200N,
stresses Increases by 332(MPa). It means for Load increase
of 400N stresses increases by 35.39%
2000
2500
3000
OD=23 OD=24 OD=25 OD=28
Von-MissesStress
(MPa)
Outer Diameter (mm)
Stress vs OD
1200
Fig.8: Stress VS OD for 0.5mm thick pipe frame at 1200N
For Load of 1200N,andInner diameterof23mmand
Outer diameter of 22mmfor (0.5mm thickness) the stress
observed to be 2347.9MPa as compared to Load of 1200N,
,and Inner diameter of 28mm and Outer diameter of
27mmfor (0.5mm thickness) it is 2643MPa as Loadconstant
1200N, Stresses Increases by 295.1MPa. It means stresses
increases by 35.28%
0
0.005
0.01
0.015
0.02
800 N900 N 1000
N
1100
N
1200
N
Strain
Load
Strain vs Load
OD=23
OD=24
OD=25
OD=28
Fig.9: Strain VS Load for 1mm thick pipe frame
International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056
Volume: 04 Issue: 08 | Aug -2017 www.irjet.net p-ISSN: 2395-0072
© 2017, IRJET | Impact Factor value: 5.181 | ISO 9001:2008 Certified Journal | Page 1688
Above fig.9 shows comparison between strains vs.
load for 0.5 mm thick pipe frame. It is seen that as the load
increases, strain increased proportionally. Also as the
dimension increases, strain induced deceases.
For Load of 800N,and Inner diameter of 27mm and
Outer diameter of 28mmfor (0.5mm thickness) the strain
observed to be 0.009943as compared to Load of 1200N,it is
0.013443as Load increases from 800Nto 1200N, Strain
Increases by 0.0035. It means for Load increase of 400N
strain increases by 35.20%.
0
0.005
0.01
800 N 900 N 1000 N 1100 N 1200 N
Strain
Load (N)
Strain vs Load
OD=25
OD=28
Fig. 10: Strain VS Load for 1mm thick pipe frame
Above fig.10: showscomparisonbetweenstrainsvs.
load for 1 mm thick pipe chair frame. It is seen that as the
load increases, strain increased proportionally. Also the
dimension increases strain induced deceases.
For Load of 800N,and Inner diameter of 25mm and
Outer diameter of 23mmfor (1mm thickness) the strain
observed to be 0.0069838 as compared to Load of 1200N,it
is 0.0093732 as Load increases from 800Nto 1200N, Strain
Increases by 0.0023894. It means for Load increase of 400N
strain increases by 34.21%
0
0.005
0.01
OD=25 OD=28
Strain
Outerr Diameter (mm)
Strain vs Load
800N
Fig. 11: Strain VS OD for 2mm thick pipe frame at 800N
Above Fig.11: shows the comparison between
strains vs. outer diameter of 1mm thick pipe frame at a load
of 800N. It shows, for constant load as the diameter
increases, the strain induced in the tube decreases.
THEORETICAL CALCULATION
The Validate the results obtained by ANSIS 14.0,
Theoretical calculation is done. The procedure adopted is
given as below.
ANALYTICAL DESIGN OF CHAIR
Fig.12: Design of Chair
Where,
F1 = 800N
F2 =- 150 N
F3 = 50 N
The outer diameter of chair is 23 mm and thickness of chair
is 0.5 mm. The designed chair should be validating by
comparing the bending stress generated with standard
bending stress.
Reaction at A
(-150 x 430) + (50 x 400) + (800 x 480) = 339500 N-mm
339500 = RA x 480
RA = 339500/480 = 707.291 N
MB = 707.291 x 410
= 289989.31 N-mm
Now,
Z = ∏/32 [233 – 223]
= 149.12 mm3
σb =
= 820 N/mm2
SAE 1095
Sut = 840 N/mm2
Hence,
σb < Sut
Therefore, the design is safe are selected material of chair
(M.S) Mild Steel standard value of mild Steel is SAE 1095
Sut = 840 N/mm2 (from Data Book).
CONCLUSION
The stress analysis of the steel frame chair was studied
using ANSIS 14.0 and results are discussed in below. From
the results is obtained it is conclude that
International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056
Volume: 04 Issue: 08 | Aug -2017 www.irjet.net p-ISSN: 2395-0072
© 2017, IRJET | Impact Factor value: 5.181 | ISO 9001:2008 Certified Journal | Page 1689
 Comparison between Von-Misses stress VS load for
0.5 mm thick pipe frames shows that as the load
increases stress increased proportionally. Also as
the dimension increases the stress induced
deceases.
 Comparison between strains vs. load for 0.5 mm
thick pipe frame shows that as the load increases,
strain increased proportionally. Also as the
dimension increases the strain induced deceases.
 Comparison between deformation VS load for 0.5
mm thick frame shows that as the load increases
deformation increased proportionally. Also as the
dimension increases the deformation take place
deceases.
4. The design is safe for selected material of chair made
by Mild Steel, their property SAE 1095 Sut = 840
N/mm2 (from Data Book) the above analytical
results obtain theoretically, it is observed that the
theoretical result are well in agree-met with the
result obtain from FE
REFERENCES
1. Seid Hajdarević, Ibrahim Busuladžić “25th DAAAM
International Symposium on Intelligent
Manufacturing and Automation, DAAA
2014,”Stiffness Analysis of Wood Chair Frame” 100
( 2015 ), 746 – 755
2. Mustafa Hilmi and Ahmet Celal, “ International
Journal of the Physical Sciences Vol. 7(7), pp. 1105
- 1114, 9 February, 2012”Finiteelement analysisof
wooden chair strength in free drop” Vol. 7(7), pp.
1105 - 1114, 9 February, 2012
3. Jessica Song, JSJ Corporation’Chair Analysis
andSimulation Using ANSYS”
4. Izet Horman, Seid Hajdarević, Sandra Martinović,
Nikola Vukas “Numerical Analysis of Stress and
Strain in a Wooden Chair” UDK: 630*836.1; 674.23,
2010
5. Vanchai Laemlaksakul, Proceedings of the 10th
WSEAS International Conference on
MATHEMATICAL andCOMPUTATIONAL METHODS
in SCIENCE and ENGINEERING (MACMESE'08)
“Performance of Laminated Bamboo Chair
through Virtual Testing “ ISBN: 978-960-474-019
6. Igor Džinčić, Dušan Skakić, Faculty of Forestry,
Dept. of Wood Processing,
7. Kneza Višeslava 1, Srbija, 11030 Beograd “Stress
distribution in chair construction by’pp1298 Mst.
Nasima Bagum, Choudhury Abul Anam Rashed,
Sanjoy Kar Designing “an automated wheel chair
with stair crossing facility” Volume3,Issue4, April-
2012 1 ISSN 2229-5518.
8. Kent Lawrance ,”A text book of Ansys Workbench
Tutorial Release” 14.0

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Stress Analysis on Chair Frame

  • 1. International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 04 Issue: 08 | Aug -2017 www.irjet.net p-ISSN: 2395-0072 © 2017, IRJET | Impact Factor value: 5.181 | ISO 9001:2008 Certified Journal | Page 1685 STRESS ANALYSIS ON CHAIR FRAME Mr.D.G.Gawande1, Dr.R.E.Thombre2 1Student, IV Semester M.Tech (CAD/CAM), 2Associate Professor, Mechanical Engineering Department, 1,2 Rajiv Gandhi College of Engg. Research & Technology, Chandrapur – 442 403 (Maharashtra) (India) ---------------------------------------------------------------------***--------------------------------------------------------------------- ABSTRACT: The present paper deals with the stress analysis of a chair frame by using Finite Element Method. The study is constrained to only metal frame and is carried out in Ansys workbench. The loads are acting on the various members of the chair frame. The average distribution of mass on the chair frame member is calculated. FEM analysisisdoneforthesameload applied on the chair frame. The results show that maximum stress generated at the support. The maximum tensile stress generated below the ultimate tensile stress of selected material (Mild Steel). Also the deformation of chair frame is calculated by using FEM analysis. Keywords: Chair frame, Stress analysis, Total deformation, FEM. 1. INTRODUCTION Development of a new product in contemporary production is very expensive economic activity. The processoffurniture construction in shortage of exact data which refers to the measurements of certain parts. Sometime measurement is done on the own experience and engineering practice. It is not effective to carry out destructive test for testing of chair model to validate the design. The introduction of FEM made easy to test the furniture under various condition for its validation. In the past four decades the finite elements method has become the main method of numerical analysis with the application in solving boundary problems in mathematical physics and particularly continuum mechanics, whereas it still has not been applied in furniture industry to the fullest degree. Studies in this field undoubtedly contributed to the introduction of the finite element method into furniture industry. The chair is the widely used product in day to day life. The improvement in design and manufacturing method is the main aim of this paper. This paper investigates the stress generated on the chair component and how to minimize the stress. 2. OVERVIEW The frame structure of chair is shown in figure 1. Theframes of metal pipe of various inside and outside diameter are considered for the analysis. The chair model is subjected various loads under different condition. The aim of paper is to find the stress generated in chair frame and modify the design as per requirement. Fig.1: Orthographic views of chair 3. PROPOSED METHOD FEM is used to analyze the model and to determine the maximum stress generated area on the frame. FEM is the best numerical tool to solve the proposed problem. 4. MODELING The structural model of chair frame is created by using the 3D cad modeling software. The software used for designing is creo parametric 2.0. The chair model is shown below Fig.2: Chair model
  • 2. International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 04 Issue: 08 | Aug -2017 www.irjet.net p-ISSN: 2395-0072 © 2017, IRJET | Impact Factor value: 5.181 | ISO 9001:2008 Certified Journal | Page 1686 4.1. MATERIAL The properties of material used to manufacture are Material Used = Mild Steel Density = 7850 kg/m3 Tensile Strength = 250 MPa Ultimate Tensile Strength = 460MPa Isometric Thermal Conductivity = 60.5 W/mK Specific Heat = 434 J/Kg K Isotropic Resistivity = 1.7 × ohm-m 5. ANALYSIS RESULT The analysis is carried out for various models bykeepingthe inner diameter of frame constant, by varying the thickness, by varying diameters. The result of the analysis shown below: 5.1. EFFECT OF STRESS ON CHAIR WHEN OD= 23 MM AND ID= 22 MM Fig.3: Von- Misses stress for OD=23mm and ID=22mm The chair model is tested for various loads. The stress and deformation of chair is reveals the values shown in the table and chart given below Table 1: Result of Chair having OD=23mm and ID=22mm LOAD STRESS (MPa) STRAIN (m/m) DEFORMATION (m) 800 N 1734.3 0.013167 0.1762 900 N 1993.5 0.015136 0.19928 1000 N 2252.7 0.017104 0.22495 1100 N 2511.9 0.019073 0.25061 1200 N 2771.1 0.021041 0.27627 The analysis is carried out for number of models. The result of the analysis is shown below in tabular form. It observed from the result that, the stress increases with increase in load applied.Also comparison of various chair models is shown in the result. 6. DISCUSSION The result for OD=23 mm and ID=22 mm is given in table 1. It is observed that the maximum stress,maximumstrainand total deformation increases with increase in load applied. Similarly, results obtained for varying thicknessandvarying diameter ranges. Following graph shows Load applied (N) on abscissa and Von-Misses Stresses(MPa)accordingtotheloadonordinate. 0 1000 2000 3000 800 N 900 N 1000 N 1100 N 1200 N Von-misesStresses(Mpa) Load (N) Load vs Stress OD=23 OD=24 OD=25 OD=25 OD=28 OD=28 Fig.4: Load (N) VS Von -Misses stress (MPa) The above fig. shows the stresses generated in all designed model according to gradual loading.Thegraphshowsthat,as the load increases on the chair frame stress increases. For Load of 800N,and Inner diameter of 22mm and Outer diameter of 23mm (for 0.5mm thickness) the stress observed to be 1734.3MPa as compared to Load of 1200N,it is 2347.9MPa as Load increases from 800Nto 1200N, Stresses Increases by 613.6MPa. It means for Load increase of 400N stresses increases by 35.38% For Load of 800N,and Inner diameter of 23mm and Outer diameter of 25mmfor (1mm thickness) the stress observed to be 1001.7MPa as compared to Load of 1200N,it is 1355.1MPa as Load increases from 800N to 1200N, Stresses Increases by 353.4MPa. It means for Load increase of 400N stresses increases by 35.28% The above graph also shows that for same load 800N stress at Outer Diameter=23mm is less as compared to Outer Diameter= 28mm, so it is clear thatasDiameterincreases for same load stress are also decreases.
  • 3. International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 04 Issue: 08 | Aug -2017 www.irjet.net p-ISSN: 2395-0072 © 2017, IRJET | Impact Factor value: 5.181 | ISO 9001:2008 Certified Journal | Page 1687 0 0.1 0.2 0.3 800 N 900 N 1000 N 1100 N 1200 N Totaldeformation Load Load vs Total deformation OD=23/ ID=22 OD=24/ID =23 OD=25/ID =23 OD=25/ID =24 OD=28/ID =26 OD=28/ID =27 Fig.5: load (N) VS Total Deformation (M) The above fig. shows the relation between load and deformation of chair. As the load increases on the chair, deformation of chair increases. Lesser the load, less deformation & larger load get larger deformation. As the design parameter changes the deformation also changes. For Load of 800N,and Inner diameter of 23mm and Outer diameter of 22mmfor (0.5mm thickness) the deformation observed to be 0.17362(M) as compared to Load of 1200N,it is 0.23749(M) as Load increases from 800Nto 1200N, deformation Increases by 0.06387(M). It means for Load increase of 400N stresses increases by 36.78% 0 1000 2000 3000 800 N 900 N 1000 N1100 N1200 N Von- MissesStress(MPa) Load(N) Stress vs load OD=23 OD=24 OD=25 OD=28 Fig.6: Stress VS Load for 0.5mm thick frame Above fig.6 shows comparison between stressesvs. load (for 0.5 mm thick pipe frame). It is seen that as the load increases stress increased proportionally. Also as the dimension increases stress induced deceases. For Load of 800N,and Inner diameter of 27mm and Outer diameter of 28mmfor (0.5mm thickness) the stresses observed to be 1581as compared to Load of 1200N,it is 2143.5as Load increases from 800Nto 1200N, stresses Increases by 562.5. It means for Load increase of 400N stresses increases by 35.57% 0 500 1000 1500 800 N 900 N 1000 N 1100 N 1200 N Von-MissesStress (MPa) Load(N) Stress vs Load OD=2 OD=2 Fig.7: Von-Mises Stress VS load for 1mm thick pipe frame Above chart shows the comparison between Von- Misses stresses VS Load for 1mm thick pipe frame. It shows that as the load increases, stress increases. Also as the dimensions increases on higher side stress decreases. For Load of 800N, and Inner diameter of 27mm and Outer diameter of 28mmfor (1mm thickness) the stresses observed to be 938.1(MPa) as compared toLoadof1200N,it is 1270(MPa) as Load increases from 800N to 1200N, stresses Increases by 332(MPa). It means for Load increase of 400N stresses increases by 35.39% 2000 2500 3000 OD=23 OD=24 OD=25 OD=28 Von-MissesStress (MPa) Outer Diameter (mm) Stress vs OD 1200 Fig.8: Stress VS OD for 0.5mm thick pipe frame at 1200N For Load of 1200N,andInner diameterof23mmand Outer diameter of 22mmfor (0.5mm thickness) the stress observed to be 2347.9MPa as compared to Load of 1200N, ,and Inner diameter of 28mm and Outer diameter of 27mmfor (0.5mm thickness) it is 2643MPa as Loadconstant 1200N, Stresses Increases by 295.1MPa. It means stresses increases by 35.28% 0 0.005 0.01 0.015 0.02 800 N900 N 1000 N 1100 N 1200 N Strain Load Strain vs Load OD=23 OD=24 OD=25 OD=28 Fig.9: Strain VS Load for 1mm thick pipe frame
  • 4. International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 04 Issue: 08 | Aug -2017 www.irjet.net p-ISSN: 2395-0072 © 2017, IRJET | Impact Factor value: 5.181 | ISO 9001:2008 Certified Journal | Page 1688 Above fig.9 shows comparison between strains vs. load for 0.5 mm thick pipe frame. It is seen that as the load increases, strain increased proportionally. Also as the dimension increases, strain induced deceases. For Load of 800N,and Inner diameter of 27mm and Outer diameter of 28mmfor (0.5mm thickness) the strain observed to be 0.009943as compared to Load of 1200N,it is 0.013443as Load increases from 800Nto 1200N, Strain Increases by 0.0035. It means for Load increase of 400N strain increases by 35.20%. 0 0.005 0.01 800 N 900 N 1000 N 1100 N 1200 N Strain Load (N) Strain vs Load OD=25 OD=28 Fig. 10: Strain VS Load for 1mm thick pipe frame Above fig.10: showscomparisonbetweenstrainsvs. load for 1 mm thick pipe chair frame. It is seen that as the load increases, strain increased proportionally. Also the dimension increases strain induced deceases. For Load of 800N,and Inner diameter of 25mm and Outer diameter of 23mmfor (1mm thickness) the strain observed to be 0.0069838 as compared to Load of 1200N,it is 0.0093732 as Load increases from 800Nto 1200N, Strain Increases by 0.0023894. It means for Load increase of 400N strain increases by 34.21% 0 0.005 0.01 OD=25 OD=28 Strain Outerr Diameter (mm) Strain vs Load 800N Fig. 11: Strain VS OD for 2mm thick pipe frame at 800N Above Fig.11: shows the comparison between strains vs. outer diameter of 1mm thick pipe frame at a load of 800N. It shows, for constant load as the diameter increases, the strain induced in the tube decreases. THEORETICAL CALCULATION The Validate the results obtained by ANSIS 14.0, Theoretical calculation is done. The procedure adopted is given as below. ANALYTICAL DESIGN OF CHAIR Fig.12: Design of Chair Where, F1 = 800N F2 =- 150 N F3 = 50 N The outer diameter of chair is 23 mm and thickness of chair is 0.5 mm. The designed chair should be validating by comparing the bending stress generated with standard bending stress. Reaction at A (-150 x 430) + (50 x 400) + (800 x 480) = 339500 N-mm 339500 = RA x 480 RA = 339500/480 = 707.291 N MB = 707.291 x 410 = 289989.31 N-mm Now, Z = ∏/32 [233 – 223] = 149.12 mm3 σb = = 820 N/mm2 SAE 1095 Sut = 840 N/mm2 Hence, σb < Sut Therefore, the design is safe are selected material of chair (M.S) Mild Steel standard value of mild Steel is SAE 1095 Sut = 840 N/mm2 (from Data Book). CONCLUSION The stress analysis of the steel frame chair was studied using ANSIS 14.0 and results are discussed in below. From the results is obtained it is conclude that
  • 5. International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 04 Issue: 08 | Aug -2017 www.irjet.net p-ISSN: 2395-0072 © 2017, IRJET | Impact Factor value: 5.181 | ISO 9001:2008 Certified Journal | Page 1689  Comparison between Von-Misses stress VS load for 0.5 mm thick pipe frames shows that as the load increases stress increased proportionally. Also as the dimension increases the stress induced deceases.  Comparison between strains vs. load for 0.5 mm thick pipe frame shows that as the load increases, strain increased proportionally. Also as the dimension increases the strain induced deceases.  Comparison between deformation VS load for 0.5 mm thick frame shows that as the load increases deformation increased proportionally. Also as the dimension increases the deformation take place deceases. 4. The design is safe for selected material of chair made by Mild Steel, their property SAE 1095 Sut = 840 N/mm2 (from Data Book) the above analytical results obtain theoretically, it is observed that the theoretical result are well in agree-met with the result obtain from FE REFERENCES 1. Seid Hajdarević, Ibrahim Busuladžić “25th DAAAM International Symposium on Intelligent Manufacturing and Automation, DAAA 2014,”Stiffness Analysis of Wood Chair Frame” 100 ( 2015 ), 746 – 755 2. Mustafa Hilmi and Ahmet Celal, “ International Journal of the Physical Sciences Vol. 7(7), pp. 1105 - 1114, 9 February, 2012”Finiteelement analysisof wooden chair strength in free drop” Vol. 7(7), pp. 1105 - 1114, 9 February, 2012 3. Jessica Song, JSJ Corporation’Chair Analysis andSimulation Using ANSYS” 4. Izet Horman, Seid Hajdarević, Sandra Martinović, Nikola Vukas “Numerical Analysis of Stress and Strain in a Wooden Chair” UDK: 630*836.1; 674.23, 2010 5. Vanchai Laemlaksakul, Proceedings of the 10th WSEAS International Conference on MATHEMATICAL andCOMPUTATIONAL METHODS in SCIENCE and ENGINEERING (MACMESE'08) “Performance of Laminated Bamboo Chair through Virtual Testing “ ISBN: 978-960-474-019 6. Igor Džinčić, Dušan Skakić, Faculty of Forestry, Dept. of Wood Processing, 7. Kneza Višeslava 1, Srbija, 11030 Beograd “Stress distribution in chair construction by’pp1298 Mst. Nasima Bagum, Choudhury Abul Anam Rashed, Sanjoy Kar Designing “an automated wheel chair with stair crossing facility” Volume3,Issue4, April- 2012 1 ISSN 2229-5518. 8. Kent Lawrance ,”A text book of Ansys Workbench Tutorial Release” 14.0