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International Journal of Research in Advent Technology, Vol.2, Issue.8, August 2014 
E-ISSN: 2321-9637 
55 
Strength Evaluation and Slippage Study on Upper 
Control Arm 
Maruthi B. H1., Channakeshavalu K2., Arun T.K3 
1HOD,2PRINCIPAL,3M Tech student 
Dept. of Mechanical Engineering, East West Institute of Technology, Bangalore 
Abstract- Suspension system is major part in a vehicle, the wishbone upper control arm is a type of a 
independent suspension used in passenger car. In this work it is mainly concentrated on stiffness, slippage and 
damage of upper control arm. The upper control arm is subjected to different type of loads such as static loads 
and cyclic loads. Stiffness is improved by changing shape and size of upper control arm this is achieved by 
static analysis. This analysis is carried out to find displacement, stress and stiffness. Due to some loading 
conditions, slippage occurs in between arm and bush. In this work slippage analysis carried out to check whether 
slippage occurs in the upper control arm. Fatigue analysis carried out to determine the damage and life of upper 
control arm. 
Index Terms- Suspension system, Upper Control Arm, Stiffness, Slippage, Damage, Life. 
1. INTRODUCTION 
Suspension control arms are important parts in a 
vehicle. The Wishbone control arm is a type of 
independent suspension used in motor vehicles[1]. 
The function of control arms is to keep the wheels of 
a motor vehicle from uncontrollably swerving when 
the road conditions are not smooth. A control arm is a 
rigid body that has a pivot at both ends. Upper control 
arm plays vital role in suspension architecture of car. 
The car has several control arms, including the upper 
control arm and the lower control arm, which are 
arranged to form the letter A as shown in figure 1.. 
Fig. 1. Upper control arm 
Since it leads effect on comfortable riding. 
In automotive suspension, a control arm is a 
hinged suspension link between the chassis and the 
suspension upright or hub that carries the wheel and 
manages the motion of the wheels so that it 
synchronizes with that of the body of the car. They 
work with bushings, which are cylindrical linings that 
reduce friction and restrain the auto parts from going 
every which way. As a result, the car must be able to 
go on joy rides without feeling sick and dizzy, as 
there is control and smoothness in the movement. 
Handling and steering could become erratic if the 
control arms are malfunctioning and the unsteady 
movements of car could take away from riding 
comfort 
The upper control arm subjected various types of 
loads while riding on irregular surfaces and also 
forces exerted from steering. Since the upper control 
arm must be able to sustain those load without any 
deflection and slippage between bush and arm. The 
control arm takes most of the impact that the road has 
on the wheels of the motor vehicle. It either stores that 
impact or sends it to the connected suspension control 
arm depending on its shape. 
During the actual working condition, the maximum 
load is transferred from upper wishbone arm to the 
lower arm which creates possibility of failure in the 
arm. Similarly impact loading produces the bending 
which is not desirable. Due to this loads the slippage 
happened and it cause accident. The present study will 
contribute in this problem by using finite element 
analysis approach[2-4]. 
The computer aided engineering (CAE) analysis 
was carried out to static analysis and slippage 
analysis, in order to determine maximum von misses 
stress, displacement and avoid slippage between bush 
and arm[5-7]. 
The control arm subjected to cyclic load also. 
Hence due to fatigue load the control arm failure take 
place before stress reaches the yield strength of the 
material. In this project road load data material data’s 
are directly taken from experiment and those are input 
to the nCode software. Finally it gives damage and 
life repeats of the upper control arm. It helps to reduce 
damage and increase the life of the component by 
some design iteration[8-10].
International Journal of Research in Advent Technology, Vol.2, Issue.8, August 2014 
E-ISSN: 2321-9637 
56 
Fig. 2. Arrangement of suspension system 
2. EXPERIMENTAL ANALYSIS 
The compression test is carried out in a universal 
testing machine, and the plot of load versus cross head 
travel is obtained as shown in Figure 3. The 
displacement for 3KN load was found to be 10 mm 
that can be shown in graph. 
Fig. 3. Graph of Displacement v/s Load 
From the above graph displacement values can be 
recorded for corresponding load, that can be clearly 
showing in fallowing table 
Table.1 Displacement v/s Load 
Sl 
No. 
Applied load (p)in 
Newton 
Recorded change in 
length(mm) 
1 1000 4 
2 2000 8 
3 3000 10 
4 4000 14 
3. GEOMETRICAL MODELING 
3.1 3D Modeling 
The model is constructed by using CATIA V5R21, 
The explode view of the model as shown in Figure 4. 
Fig.4. 3D modeling of upper control arm 
3.2 Mechanical properties of gray cast iron 
Table.2 Mechanical properties of gray cast iron used 
in Upper Control Arm 
Sl 
No. 
Mechanical properties of 
gray 
Cast iron 
Value 
1 Young’s Modulus(E) 
1.57x10^5 
N/mm2 
2 Poisson’s Ratio( ) 0.26 
3 Density( ) 
7.1x10^-9 
Ton/mm3 
4 Yield Strength( 276 N/mm2 
5 Ultimate Strength( 370 N/mm2 
4. FINITE ELEMENT METHOD 
Import the IGS file to hypermesh and clean up the 
geometry. In meshing Rtria mesh was done on whole 
outer surface of the model and then tetra mesh (4 
noded triangular elements) is obtained. hexa (8 noded) 
solid meshing is made to bush and metal sleeve. 
Fig. 5. Meshed model 
Table.3 Mesh details 
Sl No. Type of element No of 
element 
1 Hexa/C3D8 8850 
2 Tetra/C3D4 52106
International Journal of Research in Advent Technology, Vol.2, Issue.8, August 2014 
E-ISSN: 2321-9637 
57 
Total 60956 
5. RESULT AND DISCUSSIONS OF 
STATIC ANALYSIS 
5.1 Displacement results 
5.1.1Displacement of existed design upper control 
arm of gray cast iron material by numerically 
Fig. 6. Displacement of existed design upper control 
arm of gray cast iron 
5.1.2Displacement of first modified upper control 
arm of gray cast iron material by numerically 
Fig. 7. Displacement of first modified design upper 
control arm of gray cast iron 
5.2 Stress results 
5.2.1 Stress (Misses) of existed design upper 
control arm of gray cast iron material by 
numerically 
Fig. 8. Stress (Misses) of existed design upper control 
arm of gray cast iron. 
5.2.2 Stress (Misses) of first modified upper control 
arm of gray cast iron material by numerically 
Fig. 9. Stress (Misses) of first modified upper control 
arm of gray cast iron. 
5.3 Discussions 
From the above results the displacement obtained 
experimentally is 10mm and by numerically obtained 
displacement for existed design of gray cast iron is 
10.974 mm and for first modified design of gray cast 
iron is 9.214 mm. Hence first modified design of grey 
cast iron has less displacement as compare to existed 
upper control arm. 
From the above results Stress (Misses) for existed 
design of gray cast iron obtained to be 323.442 
N/mm2 and for first modified design of gray cast iron 
obtained to be 257.003 N/mm2 and yield stress of gray 
cast iron is 276 N/mm2.hence first modified design of 
upper control arm of gray cast iron Stress (Misses) is 
lesser than yield stress and hence it is safe. 
6. RESULT AND DISCUSSIONS OF 
SLIPPAGE ANALYSIS 
6.1 Slippage results 
6.1.1Contact normal force for slippage of front 
bush and UCA
International Journal of Research in Advent Technology, Vol.2, Issue.8, August 2014 
E-ISSN: 2321-9637 
58 
Fig. 10. CNFM for slippage of front bush and upper 
control arm 
6.1.2Contact shear force for slippage of front bush 
and UCA 
Fig. 11. CFSM for slippage of front bush and upper 
control arm 
6.1.3Contact normal force for slippage of rear bush 
and UCA 
Fig. 12. CNFM for slippage of rear bush and upper 
control arm 
6.1.4 Contact shear force for slippage of rear bush 
and UCA 
Fig. 13. CFSM for Slippage of rear bush and upper 
control arm 
6.1.5 Contact normal force for slippage of upper ball 
joint bush and UCA 
Fig. 14. CNFM for slippage of upper ball joint bush 
and Upper control arm 
6.1.6 Contact shear force for slippage of upper ball 
joint bush and UCA
International Journal of Research in Advent Technology, Vol.2, Issue.8, August 2014 
E-ISSN: 2321-9637 
59 
Fig. 15. CFSM for slippage of upper ball joint bush 
and upper control arm 
6.2 Discussion 
Due to some load conditions slippage occurring 
between arm and bush. This analysis is carried out to 
check whether bush is slipping from arm, that can be 
obtained by obtaining the output like CNFM and 
CFSM by numerically, Fatigue strength can be 
obtained by multiplying friction coefficient to CNFM 
.If fatigue strength is greater than CFSM means its No 
Slipping similarly if fatigue strength is lesser than 
CFSM means it’s slipping. 
6.2.1Front bush and arm slippage analysis: 
Slippage analysis is carried out for front bush 
and arm, from the analysis CNFM obtained is 
1765.898 N/mm2 and CFSM obtained is 
120.156N/mm2 that shown in above plots 
Frictional strength = Friction coefficient X CNFM 
Friction coefficient=0.15 
Frictional strength = 0.15 X 1765.898 
=264.8847 N/mm2. 
If Frictional strength > CFSM = No slippage 
i.e. 264.8847 > 120.156 = No slippage. 
No slippage occurs between front bush and upper 
control arm, hence it is safe. 
6.2.2Rear bush and arm slippage analysis: 
Slippage analysis is carried out for rear bush 
and arm, from the analysis CNFM obtained is 
1980.822 N/mm2 and CFSM obtained is 95.962 
N/mm2 that shown in above plots 
Frictional strength = Friction coefficient X CNFM 
Friction coefficient=0.15 
Frictional strength = 0.15 X 1980.822 
=297.1233 N/mm2. 
If Frictional strength > CFSM = No slippage 
i.e. 297.1233 > 95.962 = No slippage. 
No slippage occurs between rear bush and upper 
control arm, hence it is safe. 
6.2.3Upper ball joint bush and arm slippage analysis: 
Slippage analysis was carried out for upper 
ball joint bush and arm, from the analysis CNFM 
obtained is 3055.375 N/mm2 and CFSM obtained is 
108.538 N/mm2 that shown in above plots 
Frictional strength = Friction coefficient X CNFM 
Friction coefficient = 0.15 
Frictional strength = 0.15 X 3055.375 
=458.306 N/mm2. 
If Frictional strength > CFSM = No slippage 
i.e. 458.306 > 108.538 = No slippage, Hence it’s 
safe 
7 FATIGUE ANALYSIS 
7.1Loading and boundary conditions 
For fatigue analysis unit load was applied in each 
direction (X, Y, Z direction) at bush centre by using 
rigid KINGKOUP elements. Before applying load 
take face of the 3D solids of each component. 
Because in fatigue analysis, it was consider inside of 
the solid also but always crack was initiated from 
outside surface. Since first take face of the solid and 
apply rigid and load. In hypermesh deck was prepared 
with unit load and solved in abaqus. Finally road load 
data, material data and abaqus output files like .odb 
and .inp files were input o the nCode designlife 
software. 
Fig. 16. Loading and boundary conditions for fatigue 
analysis 
7.2 RESULT AND DISCUSSIONS OF FATIGUE 
ANALYSIS 
7.2.1Damage results 
1) Damage of existed design upper control arm 
of cast iron alloy
International Journal of Research in Advent Technology, Vol.2, Issue.8, August 2014 
E-ISSN: 2321-9637 
60 
Fig. 17. Damage of existed design upper control arm 
of cast iron alloy 
2) Damage of existed design upper control arm 
of aluminum alloy 
Fig. 18. Damage of existed design upper control arm 
of cast iron alloy 
3) Damage of existed design upper control arm 
of steel alloy 
Fig. 19. Damage of existed design upper control arm 
of steel alloy 
4) Damage of first modified design upper 
control arm of cast iron alloy 
Fig. 20. Damage of first modified upper control arm 
of cast iron alloy 
5) Damage of first modified upper control arm 
of aluminum alloy 
Fig. 21. Damage of first modified upper control arm 
of aluminum alloy 
6) Damage of first modified upper control arm 
of steel alloy 
Fig. 22. Damage of first modified upper control arm 
of steel alloy 
7) Damage of second modified upper control 
arm of cast iron alloy
International Journal of Research in Advent Technology, Vol.2, Issue.8, August 2014 
E-ISSN: 2321-9637 
61 
Fig. 23. Damage of second modified upper control 
arm of cast iron alloy 
8) Damage of second modified upper control 
arm of aluminum alloy 
Fig. 24. Damage of second modified upper control 
arm of aluminum alloy 
9) Damage of second modified upper control 
arm of steel alloy 
Fig. 25. Damage of second modified upper control 
arm of steel alloy 
7.2.2Life, repeats results 
10) Life, repeats of existed design upper control 
arm of steel alloy 
Fig. 26. Life, repeats of existed design upper control 
arm of steel alloy 
11) Life, repeats of first modified upper control 
arm of steel alloy 
Fig. 27. Life, repeats of first modified upper control 
arm of steel alloy 
12) Life, repeats of second modified upper 
control arm of steel alloy 
Fig. 28. Life, repeats of second modified upper 
control arm of steel alloy 
7.3Discussions 
Damage of existed design upper control arm for cast 
iron alloy is found to be 3.960 it is greater than one. 
Since this upper control arm was going to fail and for
International Journal of Research in Advent Technology, Vol.2, Issue.8, August 2014 
E-ISSN: 2321-9637 
62 
aluminum alloy is found to be 0.437 It is less than 
one. Since this upper control arm is going to safe 
similarly for steel alloy is found to be 0.223 it is lesser 
than one. Since this upper control arm is going to safe. 
Damage of first modified upper control arm for cast 
iron alloy is found to be 1.199 it is greater than one. 
Since this upper control arm is going to fail and for 
aluminum alloy is found to be 0.887 It is less than 
one. Since this upper control arm is going to safe 
similarly for Steel alloy is found to be 0.452 it is 
lesser than one. Since this upper control arm is going 
to safe. 
Damage of second modified upper control arm for 
cast iron alloy is found to be 0.657 it is lesser than 
one. Since this upper control arm is going to safe and 
for aluminum alloy is found to be 0.526 It is less than 
one. Since this upper control arm is going to safe 
similarly for steel alloy is found to be 0.262 it is lesser 
than one. Since this upper control arm is going to safe. 
Life, repeats of the existed design upper control arm 
were found to be 8413.923 cycles. 
Life, repeats of the first modified upper control arm 
were found to be 4211.207 cycles. 
Life, repeats of the second modified is found to be 
7260.049 cycles 
8 CONCLUSION 
In this work numerical stiffness for existed and first 
modified design of upper control arm were found to 
be 273.37 N/mm and 325.59 N/mm respectively with 
a marginal error of 16% and experimental stiffness of 
gray cast iron alloy is found to be 300 N/mm and an 
error of 8.877% and 7.86% respectively. 
Considering slippage analysis of front bush and 
upper control, CFSM found to be 120.156N and 
fatigue strength is found to be 264.884N it was more 
than CFSM hence no slippage. 
Considering slippage analysis of rear bush and 
upper control arm,CFSM found to be 95.962N and 
fatigue strength is found to be 297.123N it is more 
than CFSM hence no slippage. 
Considering slippage analysis of upper ball joint 
bush and upper control arm, CFSM found to be 
108.538N and fatigue strength is found to be 
458.306N it is more than CFSM hence no slippage. 
From the fatigue analysis on upper control arm, 
damage for existed design of steel alloy is found that 
0.223 it is less than one,hence upper control arm is 
safe similarly life,repeats is found that 8413.923 
cycles,hence it has more life compared to other design 
and materials. By considering damage and life,repeats 
factors existed design upper control arm of steel 
alloy had better values than different design and 
materials. 
REFERENCES 
[1] M.Bouazar “Improvement in the Design of 
AutomobileUpper Suspension Control Arms 
Using Aluminum Alloys”, Damage and Fracture 
Mechanics: Failure Analysis of Engineering, 
©Springer Science + Business Media B.V. 2009. 
[2] IOSR Journal of Mechanical and Civil 
Engineering (IOSR-JMCE) “ Experimental & 
Finite Element Analysis of Left Side Lower 
Wishbone Arm of Independent Suspension 
System”. 
[3] Jong-kyu Kim, Seung Kyu Kim, Hwan-Jung Son, 
Kwon-Hee Lee, Young-Chul Park, “Structural 
Design Method of a Control Arm with 
Consideration of Strength”, 9th WSEAS Int. 
Conference on Applied Computer and Applied 
Computational Science. 
[4] Christopher mcLean, report on “Chevrolet Upper 
Control Arm Re-Design”, prepared for California 
Polytechnic State University, San Luis Obispo. 
[5] Gilbert Y.Grondin, Ming Jin and Georg Josi, 
report on “Slip Critical Bolted Connections-A 
Reliability Analysis for Design at the Ultimate 
Limit State” University of Alberta,Canada. 
[6] Ronald N. Allan and John W. Fisher report on 
“Behaviour Of Bolted Joints With Oversize Or 
Slotted Holes”. Fritz Engineering Laboratory, 
Lehigh University, Bethlehem, Pennsylvania. 
Report No. 318.3 
[7] Laszlo Molnor, Karoly Varadi, Janos Holuban, 
and Andor Tamasi report on “Stress Analysis of 
Bolted Joints Part II. Contact and Slip Analysis of 
a Four Bolt Joint”. 
[8]Ali Fatemi and Mehrdad Zoroufi report on 
“Fatigue Performance Evaluation of Forged versus 
Competing Manufacturing Processs Technologies: 
A Comparative Analytical and Experimental 
Study”. The University of Toledo,Toledo. 
[9] Singiresu S Rao, The finite element method in 
engineering, fourth edition, · ISBN: 0750678283, 
Publisher: Elsevier Science & Technology Books, 
Pub. Date: December 2004. 
[10] Catia V5, Hypermesh, Abaqus, nCode Design 
life softwares user manuals.

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  • 1. International Journal of Research in Advent Technology, Vol.2, Issue.8, August 2014 E-ISSN: 2321-9637 55 Strength Evaluation and Slippage Study on Upper Control Arm Maruthi B. H1., Channakeshavalu K2., Arun T.K3 1HOD,2PRINCIPAL,3M Tech student Dept. of Mechanical Engineering, East West Institute of Technology, Bangalore Abstract- Suspension system is major part in a vehicle, the wishbone upper control arm is a type of a independent suspension used in passenger car. In this work it is mainly concentrated on stiffness, slippage and damage of upper control arm. The upper control arm is subjected to different type of loads such as static loads and cyclic loads. Stiffness is improved by changing shape and size of upper control arm this is achieved by static analysis. This analysis is carried out to find displacement, stress and stiffness. Due to some loading conditions, slippage occurs in between arm and bush. In this work slippage analysis carried out to check whether slippage occurs in the upper control arm. Fatigue analysis carried out to determine the damage and life of upper control arm. Index Terms- Suspension system, Upper Control Arm, Stiffness, Slippage, Damage, Life. 1. INTRODUCTION Suspension control arms are important parts in a vehicle. The Wishbone control arm is a type of independent suspension used in motor vehicles[1]. The function of control arms is to keep the wheels of a motor vehicle from uncontrollably swerving when the road conditions are not smooth. A control arm is a rigid body that has a pivot at both ends. Upper control arm plays vital role in suspension architecture of car. The car has several control arms, including the upper control arm and the lower control arm, which are arranged to form the letter A as shown in figure 1.. Fig. 1. Upper control arm Since it leads effect on comfortable riding. In automotive suspension, a control arm is a hinged suspension link between the chassis and the suspension upright or hub that carries the wheel and manages the motion of the wheels so that it synchronizes with that of the body of the car. They work with bushings, which are cylindrical linings that reduce friction and restrain the auto parts from going every which way. As a result, the car must be able to go on joy rides without feeling sick and dizzy, as there is control and smoothness in the movement. Handling and steering could become erratic if the control arms are malfunctioning and the unsteady movements of car could take away from riding comfort The upper control arm subjected various types of loads while riding on irregular surfaces and also forces exerted from steering. Since the upper control arm must be able to sustain those load without any deflection and slippage between bush and arm. The control arm takes most of the impact that the road has on the wheels of the motor vehicle. It either stores that impact or sends it to the connected suspension control arm depending on its shape. During the actual working condition, the maximum load is transferred from upper wishbone arm to the lower arm which creates possibility of failure in the arm. Similarly impact loading produces the bending which is not desirable. Due to this loads the slippage happened and it cause accident. The present study will contribute in this problem by using finite element analysis approach[2-4]. The computer aided engineering (CAE) analysis was carried out to static analysis and slippage analysis, in order to determine maximum von misses stress, displacement and avoid slippage between bush and arm[5-7]. The control arm subjected to cyclic load also. Hence due to fatigue load the control arm failure take place before stress reaches the yield strength of the material. In this project road load data material data’s are directly taken from experiment and those are input to the nCode software. Finally it gives damage and life repeats of the upper control arm. It helps to reduce damage and increase the life of the component by some design iteration[8-10].
  • 2. International Journal of Research in Advent Technology, Vol.2, Issue.8, August 2014 E-ISSN: 2321-9637 56 Fig. 2. Arrangement of suspension system 2. EXPERIMENTAL ANALYSIS The compression test is carried out in a universal testing machine, and the plot of load versus cross head travel is obtained as shown in Figure 3. The displacement for 3KN load was found to be 10 mm that can be shown in graph. Fig. 3. Graph of Displacement v/s Load From the above graph displacement values can be recorded for corresponding load, that can be clearly showing in fallowing table Table.1 Displacement v/s Load Sl No. Applied load (p)in Newton Recorded change in length(mm) 1 1000 4 2 2000 8 3 3000 10 4 4000 14 3. GEOMETRICAL MODELING 3.1 3D Modeling The model is constructed by using CATIA V5R21, The explode view of the model as shown in Figure 4. Fig.4. 3D modeling of upper control arm 3.2 Mechanical properties of gray cast iron Table.2 Mechanical properties of gray cast iron used in Upper Control Arm Sl No. Mechanical properties of gray Cast iron Value 1 Young’s Modulus(E) 1.57x10^5 N/mm2 2 Poisson’s Ratio( ) 0.26 3 Density( ) 7.1x10^-9 Ton/mm3 4 Yield Strength( 276 N/mm2 5 Ultimate Strength( 370 N/mm2 4. FINITE ELEMENT METHOD Import the IGS file to hypermesh and clean up the geometry. In meshing Rtria mesh was done on whole outer surface of the model and then tetra mesh (4 noded triangular elements) is obtained. hexa (8 noded) solid meshing is made to bush and metal sleeve. Fig. 5. Meshed model Table.3 Mesh details Sl No. Type of element No of element 1 Hexa/C3D8 8850 2 Tetra/C3D4 52106
  • 3. International Journal of Research in Advent Technology, Vol.2, Issue.8, August 2014 E-ISSN: 2321-9637 57 Total 60956 5. RESULT AND DISCUSSIONS OF STATIC ANALYSIS 5.1 Displacement results 5.1.1Displacement of existed design upper control arm of gray cast iron material by numerically Fig. 6. Displacement of existed design upper control arm of gray cast iron 5.1.2Displacement of first modified upper control arm of gray cast iron material by numerically Fig. 7. Displacement of first modified design upper control arm of gray cast iron 5.2 Stress results 5.2.1 Stress (Misses) of existed design upper control arm of gray cast iron material by numerically Fig. 8. Stress (Misses) of existed design upper control arm of gray cast iron. 5.2.2 Stress (Misses) of first modified upper control arm of gray cast iron material by numerically Fig. 9. Stress (Misses) of first modified upper control arm of gray cast iron. 5.3 Discussions From the above results the displacement obtained experimentally is 10mm and by numerically obtained displacement for existed design of gray cast iron is 10.974 mm and for first modified design of gray cast iron is 9.214 mm. Hence first modified design of grey cast iron has less displacement as compare to existed upper control arm. From the above results Stress (Misses) for existed design of gray cast iron obtained to be 323.442 N/mm2 and for first modified design of gray cast iron obtained to be 257.003 N/mm2 and yield stress of gray cast iron is 276 N/mm2.hence first modified design of upper control arm of gray cast iron Stress (Misses) is lesser than yield stress and hence it is safe. 6. RESULT AND DISCUSSIONS OF SLIPPAGE ANALYSIS 6.1 Slippage results 6.1.1Contact normal force for slippage of front bush and UCA
  • 4. International Journal of Research in Advent Technology, Vol.2, Issue.8, August 2014 E-ISSN: 2321-9637 58 Fig. 10. CNFM for slippage of front bush and upper control arm 6.1.2Contact shear force for slippage of front bush and UCA Fig. 11. CFSM for slippage of front bush and upper control arm 6.1.3Contact normal force for slippage of rear bush and UCA Fig. 12. CNFM for slippage of rear bush and upper control arm 6.1.4 Contact shear force for slippage of rear bush and UCA Fig. 13. CFSM for Slippage of rear bush and upper control arm 6.1.5 Contact normal force for slippage of upper ball joint bush and UCA Fig. 14. CNFM for slippage of upper ball joint bush and Upper control arm 6.1.6 Contact shear force for slippage of upper ball joint bush and UCA
  • 5. International Journal of Research in Advent Technology, Vol.2, Issue.8, August 2014 E-ISSN: 2321-9637 59 Fig. 15. CFSM for slippage of upper ball joint bush and upper control arm 6.2 Discussion Due to some load conditions slippage occurring between arm and bush. This analysis is carried out to check whether bush is slipping from arm, that can be obtained by obtaining the output like CNFM and CFSM by numerically, Fatigue strength can be obtained by multiplying friction coefficient to CNFM .If fatigue strength is greater than CFSM means its No Slipping similarly if fatigue strength is lesser than CFSM means it’s slipping. 6.2.1Front bush and arm slippage analysis: Slippage analysis is carried out for front bush and arm, from the analysis CNFM obtained is 1765.898 N/mm2 and CFSM obtained is 120.156N/mm2 that shown in above plots Frictional strength = Friction coefficient X CNFM Friction coefficient=0.15 Frictional strength = 0.15 X 1765.898 =264.8847 N/mm2. If Frictional strength > CFSM = No slippage i.e. 264.8847 > 120.156 = No slippage. No slippage occurs between front bush and upper control arm, hence it is safe. 6.2.2Rear bush and arm slippage analysis: Slippage analysis is carried out for rear bush and arm, from the analysis CNFM obtained is 1980.822 N/mm2 and CFSM obtained is 95.962 N/mm2 that shown in above plots Frictional strength = Friction coefficient X CNFM Friction coefficient=0.15 Frictional strength = 0.15 X 1980.822 =297.1233 N/mm2. If Frictional strength > CFSM = No slippage i.e. 297.1233 > 95.962 = No slippage. No slippage occurs between rear bush and upper control arm, hence it is safe. 6.2.3Upper ball joint bush and arm slippage analysis: Slippage analysis was carried out for upper ball joint bush and arm, from the analysis CNFM obtained is 3055.375 N/mm2 and CFSM obtained is 108.538 N/mm2 that shown in above plots Frictional strength = Friction coefficient X CNFM Friction coefficient = 0.15 Frictional strength = 0.15 X 3055.375 =458.306 N/mm2. If Frictional strength > CFSM = No slippage i.e. 458.306 > 108.538 = No slippage, Hence it’s safe 7 FATIGUE ANALYSIS 7.1Loading and boundary conditions For fatigue analysis unit load was applied in each direction (X, Y, Z direction) at bush centre by using rigid KINGKOUP elements. Before applying load take face of the 3D solids of each component. Because in fatigue analysis, it was consider inside of the solid also but always crack was initiated from outside surface. Since first take face of the solid and apply rigid and load. In hypermesh deck was prepared with unit load and solved in abaqus. Finally road load data, material data and abaqus output files like .odb and .inp files were input o the nCode designlife software. Fig. 16. Loading and boundary conditions for fatigue analysis 7.2 RESULT AND DISCUSSIONS OF FATIGUE ANALYSIS 7.2.1Damage results 1) Damage of existed design upper control arm of cast iron alloy
  • 6. International Journal of Research in Advent Technology, Vol.2, Issue.8, August 2014 E-ISSN: 2321-9637 60 Fig. 17. Damage of existed design upper control arm of cast iron alloy 2) Damage of existed design upper control arm of aluminum alloy Fig. 18. Damage of existed design upper control arm of cast iron alloy 3) Damage of existed design upper control arm of steel alloy Fig. 19. Damage of existed design upper control arm of steel alloy 4) Damage of first modified design upper control arm of cast iron alloy Fig. 20. Damage of first modified upper control arm of cast iron alloy 5) Damage of first modified upper control arm of aluminum alloy Fig. 21. Damage of first modified upper control arm of aluminum alloy 6) Damage of first modified upper control arm of steel alloy Fig. 22. Damage of first modified upper control arm of steel alloy 7) Damage of second modified upper control arm of cast iron alloy
  • 7. International Journal of Research in Advent Technology, Vol.2, Issue.8, August 2014 E-ISSN: 2321-9637 61 Fig. 23. Damage of second modified upper control arm of cast iron alloy 8) Damage of second modified upper control arm of aluminum alloy Fig. 24. Damage of second modified upper control arm of aluminum alloy 9) Damage of second modified upper control arm of steel alloy Fig. 25. Damage of second modified upper control arm of steel alloy 7.2.2Life, repeats results 10) Life, repeats of existed design upper control arm of steel alloy Fig. 26. Life, repeats of existed design upper control arm of steel alloy 11) Life, repeats of first modified upper control arm of steel alloy Fig. 27. Life, repeats of first modified upper control arm of steel alloy 12) Life, repeats of second modified upper control arm of steel alloy Fig. 28. Life, repeats of second modified upper control arm of steel alloy 7.3Discussions Damage of existed design upper control arm for cast iron alloy is found to be 3.960 it is greater than one. Since this upper control arm was going to fail and for
  • 8. International Journal of Research in Advent Technology, Vol.2, Issue.8, August 2014 E-ISSN: 2321-9637 62 aluminum alloy is found to be 0.437 It is less than one. Since this upper control arm is going to safe similarly for steel alloy is found to be 0.223 it is lesser than one. Since this upper control arm is going to safe. Damage of first modified upper control arm for cast iron alloy is found to be 1.199 it is greater than one. Since this upper control arm is going to fail and for aluminum alloy is found to be 0.887 It is less than one. Since this upper control arm is going to safe similarly for Steel alloy is found to be 0.452 it is lesser than one. Since this upper control arm is going to safe. Damage of second modified upper control arm for cast iron alloy is found to be 0.657 it is lesser than one. Since this upper control arm is going to safe and for aluminum alloy is found to be 0.526 It is less than one. Since this upper control arm is going to safe similarly for steel alloy is found to be 0.262 it is lesser than one. Since this upper control arm is going to safe. Life, repeats of the existed design upper control arm were found to be 8413.923 cycles. Life, repeats of the first modified upper control arm were found to be 4211.207 cycles. Life, repeats of the second modified is found to be 7260.049 cycles 8 CONCLUSION In this work numerical stiffness for existed and first modified design of upper control arm were found to be 273.37 N/mm and 325.59 N/mm respectively with a marginal error of 16% and experimental stiffness of gray cast iron alloy is found to be 300 N/mm and an error of 8.877% and 7.86% respectively. Considering slippage analysis of front bush and upper control, CFSM found to be 120.156N and fatigue strength is found to be 264.884N it was more than CFSM hence no slippage. Considering slippage analysis of rear bush and upper control arm,CFSM found to be 95.962N and fatigue strength is found to be 297.123N it is more than CFSM hence no slippage. Considering slippage analysis of upper ball joint bush and upper control arm, CFSM found to be 108.538N and fatigue strength is found to be 458.306N it is more than CFSM hence no slippage. From the fatigue analysis on upper control arm, damage for existed design of steel alloy is found that 0.223 it is less than one,hence upper control arm is safe similarly life,repeats is found that 8413.923 cycles,hence it has more life compared to other design and materials. By considering damage and life,repeats factors existed design upper control arm of steel alloy had better values than different design and materials. REFERENCES [1] M.Bouazar “Improvement in the Design of AutomobileUpper Suspension Control Arms Using Aluminum Alloys”, Damage and Fracture Mechanics: Failure Analysis of Engineering, ©Springer Science + Business Media B.V. 2009. [2] IOSR Journal of Mechanical and Civil Engineering (IOSR-JMCE) “ Experimental & Finite Element Analysis of Left Side Lower Wishbone Arm of Independent Suspension System”. [3] Jong-kyu Kim, Seung Kyu Kim, Hwan-Jung Son, Kwon-Hee Lee, Young-Chul Park, “Structural Design Method of a Control Arm with Consideration of Strength”, 9th WSEAS Int. Conference on Applied Computer and Applied Computational Science. [4] Christopher mcLean, report on “Chevrolet Upper Control Arm Re-Design”, prepared for California Polytechnic State University, San Luis Obispo. [5] Gilbert Y.Grondin, Ming Jin and Georg Josi, report on “Slip Critical Bolted Connections-A Reliability Analysis for Design at the Ultimate Limit State” University of Alberta,Canada. [6] Ronald N. Allan and John W. Fisher report on “Behaviour Of Bolted Joints With Oversize Or Slotted Holes”. Fritz Engineering Laboratory, Lehigh University, Bethlehem, Pennsylvania. Report No. 318.3 [7] Laszlo Molnor, Karoly Varadi, Janos Holuban, and Andor Tamasi report on “Stress Analysis of Bolted Joints Part II. Contact and Slip Analysis of a Four Bolt Joint”. [8]Ali Fatemi and Mehrdad Zoroufi report on “Fatigue Performance Evaluation of Forged versus Competing Manufacturing Processs Technologies: A Comparative Analytical and Experimental Study”. The University of Toledo,Toledo. [9] Singiresu S Rao, The finite element method in engineering, fourth edition, · ISBN: 0750678283, Publisher: Elsevier Science & Technology Books, Pub. Date: December 2004. [10] Catia V5, Hypermesh, Abaqus, nCode Design life softwares user manuals.