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AMAE Int. J. on Production and Industrial Engineering, Vol. 02, No. 01, April 2012



Theoretical Formulation and Finite Elemental Analysis
        of the Conformal Cylindrical Contact
                   Nandish R.V1, Sadananda Megeri2, Gopinath M3, S. Paul Vizhian3, Rajeev Jain4
                                      ¹The Oxford College of Engineering, Bengaluru, India
                                                     nandish.rv@gmail.com
                           2
                             Government College of Engineering Ramanagaram, Ramanagaram, India
                                                     sadamegeri@gmail.com
                              3
                                University Visvesvaraya College of Engineering, Bengaluru, India
                                       gopinathm@gmail.com, paulvizhian_s@yahoo.com
                                    4
                                      Gas Turbine Research Establishment, Bengaluru, India
                                                    rajeevjain@mail.gtre.org


Abstract - It is necessary to examine the contact stresses             approximate model for the contact problem of cylindrical joints
developed between the contacting bodies. The contact stress            with clearances is developed through modeling the pin as a
depends on the material property of the contact bodies,                rigid wedge and the elastic plate as a simple Winkler elastic
clearance between them and load acting on it. The combination          foundation [3].
of contacting materials and contact conditions are critical.
                                                                           There are numerous methods to solve contact problems.
The effect of clearance and load on the contact conditions of
cylindrical conformal contact is examined for same and varies          Some of the different methods of contact stress evolution
values of Young’s modulus of the two contacting bodies. Finite         are analytical closed form solution, numerical solutions and
element analysis is used to study cylindrical conformal                experimental methods. It is highly desirable to obtain complete
contacts with the models and is validated by comparison with           closed-form analytical solutions to problems in contact
known analytical solutions. These results can be applied to            mechanics. An analytic result means, that the full internal
any problem of conformal contact in nature such as actuators,          stress-displacement field for the given situation is expressed
hip-joint, piston barrel, cylinder block and the piston ball,          in a closed form in terms of known elementary (polynomial,
slipper seat of a water-lubricated axial piston pump and for           exponential, etc.) and special (elliptical, Bessel, etc.) functions
solid structural bearing with shaft.
                                                                       [4]. The numerical techniques are powerful tools to analyze
Index Terms - Contact Stress, Conformal Cylindrical Contact,           the contact problem because of their flexibility and ability to
Contact Angle, Contact Clearance, Half Space.                          model all complications involved with the analysis of such
                                                                       problems.
                       I. INTRODUCTION                                     Recently, several contact algorithms have been proposed
                                                                       and incorporated into commercially available Finite Element
    The determination of pressure at a contact in a machine            software. In the contact zones existing in various mechanisms,
part is important because contact stresses frequently lead to          stresses due to quasi-static loads can lead to friction and to
failure by seizure, wear or fatigue. Due to a small radial             high stresses thereby inducing fatigue and erosion of
clearance and a heavy load application in certain mechanical           surfaces. In order to design these elements it is necessary to
joints a conformal (Non-Hertizian) type of contact exists.             predict contact actions and stresses. Exact solutions of
Under the application of the load the size of the contact area         contact problems are available for ideal conditions [5,6,7].
grows rapidly and may become comparable with the significant               The combined effects on the stress concentrations of the
dimensions of the contacting bodies. A pin in a hole with a            shaft radius, the interference, and Young’s modulus of shaft
small clearance is an example.When the area of contact                 and hub with the aid of finite elements; various design plots
occupies an appreciable fraction of the circumference of the           are compiled that report the elastic stress concentrations,
hole neither the pin nor the hole can be regarded as an elastic        contact pressure within the hub versus the normalizing
half-space so that the Hertz treatment is invalid. But still it        parameter like contact angle and clearance between the shaft
can be considered as half-space for the purpose of calculating         and hub. In most of the actual situations analytical solutions
elastic deformations and stresses.                                     don’t exists and approximate solutions have to be obtained,
    Many problems of contact mechanics are solved using                using either Finite Element method formulation or a variation
the complex integration are given by N.I.Muskhelishvili in             formulation.
the year 1963[1]. The finite element analysis and approximate
model for cylindrical joints with clearances are given by Cai-                      II. THEORETICAL FORMULATION
Shan Liu, Ke Zhang and Rei Yang in 2006 [2] where By
introducing some appropriate assumptions and analyzing the                Steumann found the distribution of pressure Pn(x) for
FEM numerical results, such as the contact area, the pressure          profiles having the form Anx2n. For the two dimensional half-
distribution, and the maximum sustainable load, an                     space problems in which the displacements are specified over

© 2012 AMAE                                                       22
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AMAE Int. J. on Production and Industrial Engineering, Vol. 02, No. 01, April 2012


the interval a  x  a , the singular integral equation is            The eq-7 is solved by Complex integration method and the
obtained as                                                            resulting equation is given by



Here F(s) is the component of traction. The resulting equation
is                                                                                                       
                                                                       Where c 2  x , c  tan  , q  tan  , and
                                                                                              2          2
                                                                       F = Applied load,
                                                                        =The angular position,
                                                                       2 =The angle of contact and
                                                                       R = contacting radius.
To avoid infinite pressure at x   a



Therefore the pressure distribution becomes




                                                                                    Figure 1. Cylindrical Conformal Contact
    Here the Hertz theory correspond to n=1. For higher values
of n the pressure has its maximum values away from the centre
                                                                                 III. FINITE ELEMENT FORMULATION
of the contact. Persson assumed that the contact surface
was cylindrical and formulated the integro-differential                    Considering the symmetry of the problem the quarter of a
equation and determined the analytical contact pressure                cylinder inside a semi-infinite cylindrical cavity is taken and
distribution for the plane stress case. The contact stress             the non-contacting half has been neglected as shown in
distribution for the plane stress condition is given by Persson        figure-2. Where R1= 10 mm, CL= 1, 0.5, 0.25 mm, X1= 200 mm,
by the expression,                                                     Y1 = 200 mm. The dimension of the cavity is taken as large to
                                                                       satisfy the half space condition.




The expression for the normalized maximum pressure at the
centre of contact is calculated from the eq-5. When    0,


An expression relating the contact angle  with the load F,
                                                          ,                    Figure 2. Geometry of the Model and mesh pattern
radial difference CL, Young’s modulus E is                                 The bottom edge of the cavity is fixed in all direction and
                                                                       the left side edge is given symmetrical boundary condition.
                                                                       The plane stress analysis is done using Finite Element
                                                                       Analysis Software. The mesh near the contact area is refined
                                                                       sufficiently and the aspect ratio is maintained nearly equal to
Where,                                                                 ideal. The analysis is carried out considering same material
                                                                       for the cylinder and cavity by taking the young’s modulus of
                                                                       2.1 x 105 N/mm2 and Poisson’s ratio of 0.3, and different material
                                                                       for the cylinder and cavity.The modulus index is defined for
                                                                       the different material for the cylinder and the cavity as the


© 2012 AMAE                                                       23
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AMAE Int. J. on Production and Industrial Engineering, Vol. 02, No. 01, April 2012


ratio of the Young’s modulus of the cylinder and that of the
cavity and is denoted by ‘n’.
                  E1
E1  E 2 ,   n                           (9)
                  E2
    In modeling the contact problems in the static analysis
rigid body motion is the common problem. So to remove this
problem modeling can be done in such a way that the contact
bodies are just touching at a single point. The numbers of
nodes near the contact area that may probably be come in
contact is identified on two bodies and has been created the
contact pair using those nodes. Both the bodies are
considered as flexible one. The two node two dimensional
surface-to-surface contact element is used with target element
to create contact pairs. These contact elements are created                Figure 5. Variation of Contact pressure with the contact angle for
on the exiting structural elements and the two dimensional                            the load F=10000N and 0.5mm Clearance.
surface-to-surface contact definitions are used for the
analysis.

               IV. RESULTS AND DISCUSSION
A. SAME YOUNG’S MODULUS FOR TWO CONTACTING BODIES
   The Young’s modulus of the two contacting bodies is
taken same. The results are plotted for three different
clearances varied as 0.25mm, 0.5mm and 1mm at constant
load. The Contact Pressure along contact surface for the
various loads is as shown in fig3.




                                                                           Figure 6. Variation of Contact pressure with the contact angle for
                                                                                       the load F=10000N and 1mm Clearance.
                                                                               The contact pressure increases with the increase in
                                                                           clearance between two contacting bodies and hence
                                                                           decreasing the contact angle. More the surface in contact
                                                                           more the stress developed due to dynamic friction as shown
                                                                           in fig 4 to 6.




 Figure 3. The Contact Pressure along contact surface for the load
                              10 KN




                                                                           Figure 7. Von-Mises Stress along the Symmetry Axis of Cavity for
                                                                                       Different Loads and 0.25mm Clearance.


 Figure 4. Variation of Contact pressure with the contact angle for
            the load F=10000N and 0.25mm Clearance

© 2012 AMAE                                                           24
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AMAE Int. J. on Production and Industrial Engineering, Vol. 02, No. 01, April 2012




Figure 8. Von-Mises Stress along the Symmetry Axis of Cavity for              Figure 10. Variation of Contact Angle with Load for Different
             Different Loads and 0.5mm Clearance                                                       Clearances
                                                                            understood that contact pressure increases with decrease in
                                                                            contact angle and as the load increases the Von-Mises stress
                                                                            also increases.The contact angle is half the total contact angle
                                                                            and is determined theoretically by the equation-8. The varia-
                                                                            tion of the contact angle with the load for various values of
                                                                            clearances. This shows that as the load increases, the con-
                                                                            tact angle increases for the decrease of clearance.
                                                                            B. DIFFERENT YOUNG’S MODULUS FOR TWO CONTACTING BODIES
                                                                                Considering different Young’s modulus for cylinder and
                                                                            cavity (i.e. modulus index), the effect of modulus value on
                                                                            the contact pressure is determined. When the young’s
                                                                            modulus of the cylinder is higher than that of the cavity (i.e.
                                                                            n>1) the contact angle increases and the contact stress
                                                                            decreases as shown in fig 11. The same trend is observed for
Figure 9. Von-Mises Stress along the Symmetry Axis of Cavity for
              Different Loads and 1mm Clearance                             the increase in load.
                                                                                It is noted that as the load increases the contact angle
    The stress varies with the application of load and maxi-
                                                                            increases and contact stress decreases for the case of same
mum stress is developed at the center of contact region, de-
                                                                            modulus value by taking the clearance is constant. If one
creases along symmetric axis as the contact angle increases
                                                                            decreases the clearance the contact angle increases for the
as shown in Fig. 7 to 9. Lesser the clearance more the area of
                                                                            constant load case. For a smaller contact angle and contact
contact, so that more the contact angle as the load increases
                                                                            area the maximum pressure is greater for a higher load. All the
and visa-versa. As the load increases the cylinder under-
                                                                            graphs are plotted with well versed computing software
goes deformation so that the contact angle increases is shown
                                                                            MATLAB.These results are compromising well with the
in fig. 10. These plots indicate that as the load increases,
                                                                            closed form solution obtained. Results well agree with 5%
contact pressure also increases for the contact angle. The
                                                                            error with the theoretical values. So it can be applied to any
contact pressure decreases as the contact angle increases.
                                                                            problem of conformal contact in nature considering the
This result agrees with 5% error of theory. The Von-Mises
                                                                            material properties of contacting bodies, clearance between
stress gives the best failure criteria for the steel materials.It is
                                                                            them and the nature of load acting on it.




© 2012 AMAE                                                            25
DOI: 01.IJPIE.02.01.508
AMAE Int. J. on Production and Industrial Engineering, Vol. 02, No. 01, April 2012


                                                                        the load increases the contact angle increases and contact
                                                                        stress also increases for the case of same modulus value by
                                                                        taking the clearance is constant. If one decreases the clearance
                                                                        the contact angle increases for the constant load case. For a
                                                                        smaller contact angle and contact area the maximum pressure
                                                                        is greater for a higher load. So it is better to have a higher the
                                                                        clearance is required to decrease the contact pressure and
                                                                        the contact angle is lesser for the increase of the modulus
                                                                        ratio.

                                                                                                  REFERENCES
                                                                        [1] Muskhelishvili, “Some Basic Problem of the Mathematical
                                                                        Theory of Elasticity”, N1963.
                                                                        [2] Cai-Shan Liu, Ke Zhang and Rei Yang, “The FEM analysis and
                                                                        approximate model for cylindrical joints with clearances”, Chinese
                                                                        Academy of Space Technology, Beijing, China, 2006.
                                                                        [3] B. Paul and J. Hashemi, “Contact Pressure on Closely
                                                                        Conforming Elastic Bodies”, Journal of Applied Mechanics, vol.48,
                                                                        pp.543-548, Sept.1981.
                                                                        [4] Hsien H, Chen and Kurt M Marshek, “Effect of Clearance and
                                                                        Material Property on Contact Pressure in Two-Dimensional
                                                                        Conforming Cylinders”, mech. Mach. Theory, Vol.23, No.1, pp.55-
                                                                        62, 1988.
                                                                        [5] Robert L Jackson and Itzhak Green, “A Finite Element Study
                                                                        of Elasto-Plastic Hemispherical Contact against A Rigid Flat”, 2005.
                                                                        [6] G. A. Papadopoulos, “Experimental Study of the Load
  Figure 11. Variation of Contact Pressure and Contact angle for        Distribution in Bearings by the Method of Caustics and the
               different values of Young’s Modulus                      Photoelasticity Method”, Journal of Strain Analysis, Vol.40, No.4,
                                                                        pp.357-365, 2005.
                        CONCLUSION                                      [7] M Pau, A Baldi, P. F. Orru and F. Ginesu, “Experimental
                                                                        Investigation on Contact between Cylindrical Conformal Surfaces”,
    It is understood that lesser the clearance between two              Journal of Strain Analysis, Vol.39, No.3, pp.315-328, 2004.
contacting bodies, lesser the contact angle for the constant            [8] A. Strozzi, A. Baldini, M. Giacopini, E. Bertocchi, L. Bertocchi,
load of application. As the load increases, contact pressure            “Normalization of the stress concentrations at the rounded edges
also increases for the constant contact angle. The Von-Mises            of a shaft–hub interference fit”, The Journal of Strain Analysis for
stress gives the best failure criteria for the steel materials          Engineering Design August 2011 vol. 46 no. 6 478-491.
asthe load increases the Von-Mises stress also increases. As




© 2012 AMAE                                                        26
DOI: 01.IJPIE.02.01. 508

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Theoretical Formulation and Finite Elemental Analysis of the Conformal Cylindrical Contact

  • 1. AMAE Int. J. on Production and Industrial Engineering, Vol. 02, No. 01, April 2012 Theoretical Formulation and Finite Elemental Analysis of the Conformal Cylindrical Contact Nandish R.V1, Sadananda Megeri2, Gopinath M3, S. Paul Vizhian3, Rajeev Jain4 ¹The Oxford College of Engineering, Bengaluru, India nandish.rv@gmail.com 2 Government College of Engineering Ramanagaram, Ramanagaram, India sadamegeri@gmail.com 3 University Visvesvaraya College of Engineering, Bengaluru, India gopinathm@gmail.com, paulvizhian_s@yahoo.com 4 Gas Turbine Research Establishment, Bengaluru, India rajeevjain@mail.gtre.org Abstract - It is necessary to examine the contact stresses approximate model for the contact problem of cylindrical joints developed between the contacting bodies. The contact stress with clearances is developed through modeling the pin as a depends on the material property of the contact bodies, rigid wedge and the elastic plate as a simple Winkler elastic clearance between them and load acting on it. The combination foundation [3]. of contacting materials and contact conditions are critical. There are numerous methods to solve contact problems. The effect of clearance and load on the contact conditions of cylindrical conformal contact is examined for same and varies Some of the different methods of contact stress evolution values of Young’s modulus of the two contacting bodies. Finite are analytical closed form solution, numerical solutions and element analysis is used to study cylindrical conformal experimental methods. It is highly desirable to obtain complete contacts with the models and is validated by comparison with closed-form analytical solutions to problems in contact known analytical solutions. These results can be applied to mechanics. An analytic result means, that the full internal any problem of conformal contact in nature such as actuators, stress-displacement field for the given situation is expressed hip-joint, piston barrel, cylinder block and the piston ball, in a closed form in terms of known elementary (polynomial, slipper seat of a water-lubricated axial piston pump and for exponential, etc.) and special (elliptical, Bessel, etc.) functions solid structural bearing with shaft. [4]. The numerical techniques are powerful tools to analyze Index Terms - Contact Stress, Conformal Cylindrical Contact, the contact problem because of their flexibility and ability to Contact Angle, Contact Clearance, Half Space. model all complications involved with the analysis of such problems. I. INTRODUCTION Recently, several contact algorithms have been proposed and incorporated into commercially available Finite Element The determination of pressure at a contact in a machine software. In the contact zones existing in various mechanisms, part is important because contact stresses frequently lead to stresses due to quasi-static loads can lead to friction and to failure by seizure, wear or fatigue. Due to a small radial high stresses thereby inducing fatigue and erosion of clearance and a heavy load application in certain mechanical surfaces. In order to design these elements it is necessary to joints a conformal (Non-Hertizian) type of contact exists. predict contact actions and stresses. Exact solutions of Under the application of the load the size of the contact area contact problems are available for ideal conditions [5,6,7]. grows rapidly and may become comparable with the significant The combined effects on the stress concentrations of the dimensions of the contacting bodies. A pin in a hole with a shaft radius, the interference, and Young’s modulus of shaft small clearance is an example.When the area of contact and hub with the aid of finite elements; various design plots occupies an appreciable fraction of the circumference of the are compiled that report the elastic stress concentrations, hole neither the pin nor the hole can be regarded as an elastic contact pressure within the hub versus the normalizing half-space so that the Hertz treatment is invalid. But still it parameter like contact angle and clearance between the shaft can be considered as half-space for the purpose of calculating and hub. In most of the actual situations analytical solutions elastic deformations and stresses. don’t exists and approximate solutions have to be obtained, Many problems of contact mechanics are solved using using either Finite Element method formulation or a variation the complex integration are given by N.I.Muskhelishvili in formulation. the year 1963[1]. The finite element analysis and approximate model for cylindrical joints with clearances are given by Cai- II. THEORETICAL FORMULATION Shan Liu, Ke Zhang and Rei Yang in 2006 [2] where By introducing some appropriate assumptions and analyzing the Steumann found the distribution of pressure Pn(x) for FEM numerical results, such as the contact area, the pressure profiles having the form Anx2n. For the two dimensional half- distribution, and the maximum sustainable load, an space problems in which the displacements are specified over © 2012 AMAE 22 DOI: 01.IJPIE.02.01.508
  • 2. AMAE Int. J. on Production and Industrial Engineering, Vol. 02, No. 01, April 2012 the interval a  x  a , the singular integral equation is The eq-7 is solved by Complex integration method and the obtained as resulting equation is given by Here F(s) is the component of traction. The resulting equation is     Where c 2  x , c  tan  , q  tan  , and 2 2 F = Applied load,  =The angular position, 2 =The angle of contact and R = contacting radius. To avoid infinite pressure at x   a Therefore the pressure distribution becomes Figure 1. Cylindrical Conformal Contact Here the Hertz theory correspond to n=1. For higher values of n the pressure has its maximum values away from the centre III. FINITE ELEMENT FORMULATION of the contact. Persson assumed that the contact surface was cylindrical and formulated the integro-differential Considering the symmetry of the problem the quarter of a equation and determined the analytical contact pressure cylinder inside a semi-infinite cylindrical cavity is taken and distribution for the plane stress case. The contact stress the non-contacting half has been neglected as shown in distribution for the plane stress condition is given by Persson figure-2. Where R1= 10 mm, CL= 1, 0.5, 0.25 mm, X1= 200 mm, by the expression, Y1 = 200 mm. The dimension of the cavity is taken as large to satisfy the half space condition. The expression for the normalized maximum pressure at the centre of contact is calculated from the eq-5. When  0, An expression relating the contact angle  with the load F, , Figure 2. Geometry of the Model and mesh pattern radial difference CL, Young’s modulus E is The bottom edge of the cavity is fixed in all direction and the left side edge is given symmetrical boundary condition. The plane stress analysis is done using Finite Element Analysis Software. The mesh near the contact area is refined sufficiently and the aspect ratio is maintained nearly equal to Where, ideal. The analysis is carried out considering same material for the cylinder and cavity by taking the young’s modulus of 2.1 x 105 N/mm2 and Poisson’s ratio of 0.3, and different material for the cylinder and cavity.The modulus index is defined for the different material for the cylinder and the cavity as the © 2012 AMAE 23 DOI: 01.IJPIE.02.01. 508
  • 3. AMAE Int. J. on Production and Industrial Engineering, Vol. 02, No. 01, April 2012 ratio of the Young’s modulus of the cylinder and that of the cavity and is denoted by ‘n’. E1 E1  E 2 , n (9) E2 In modeling the contact problems in the static analysis rigid body motion is the common problem. So to remove this problem modeling can be done in such a way that the contact bodies are just touching at a single point. The numbers of nodes near the contact area that may probably be come in contact is identified on two bodies and has been created the contact pair using those nodes. Both the bodies are considered as flexible one. The two node two dimensional surface-to-surface contact element is used with target element to create contact pairs. These contact elements are created Figure 5. Variation of Contact pressure with the contact angle for on the exiting structural elements and the two dimensional the load F=10000N and 0.5mm Clearance. surface-to-surface contact definitions are used for the analysis. IV. RESULTS AND DISCUSSION A. SAME YOUNG’S MODULUS FOR TWO CONTACTING BODIES The Young’s modulus of the two contacting bodies is taken same. The results are plotted for three different clearances varied as 0.25mm, 0.5mm and 1mm at constant load. The Contact Pressure along contact surface for the various loads is as shown in fig3. Figure 6. Variation of Contact pressure with the contact angle for the load F=10000N and 1mm Clearance. The contact pressure increases with the increase in clearance between two contacting bodies and hence decreasing the contact angle. More the surface in contact more the stress developed due to dynamic friction as shown in fig 4 to 6. Figure 3. The Contact Pressure along contact surface for the load 10 KN Figure 7. Von-Mises Stress along the Symmetry Axis of Cavity for Different Loads and 0.25mm Clearance. Figure 4. Variation of Contact pressure with the contact angle for the load F=10000N and 0.25mm Clearance © 2012 AMAE 24 DOI: 01.IJPIE.02.01. 508
  • 4. AMAE Int. J. on Production and Industrial Engineering, Vol. 02, No. 01, April 2012 Figure 8. Von-Mises Stress along the Symmetry Axis of Cavity for Figure 10. Variation of Contact Angle with Load for Different Different Loads and 0.5mm Clearance Clearances understood that contact pressure increases with decrease in contact angle and as the load increases the Von-Mises stress also increases.The contact angle is half the total contact angle and is determined theoretically by the equation-8. The varia- tion of the contact angle with the load for various values of clearances. This shows that as the load increases, the con- tact angle increases for the decrease of clearance. B. DIFFERENT YOUNG’S MODULUS FOR TWO CONTACTING BODIES Considering different Young’s modulus for cylinder and cavity (i.e. modulus index), the effect of modulus value on the contact pressure is determined. When the young’s modulus of the cylinder is higher than that of the cavity (i.e. n>1) the contact angle increases and the contact stress decreases as shown in fig 11. The same trend is observed for Figure 9. Von-Mises Stress along the Symmetry Axis of Cavity for Different Loads and 1mm Clearance the increase in load. It is noted that as the load increases the contact angle The stress varies with the application of load and maxi- increases and contact stress decreases for the case of same mum stress is developed at the center of contact region, de- modulus value by taking the clearance is constant. If one creases along symmetric axis as the contact angle increases decreases the clearance the contact angle increases for the as shown in Fig. 7 to 9. Lesser the clearance more the area of constant load case. For a smaller contact angle and contact contact, so that more the contact angle as the load increases area the maximum pressure is greater for a higher load. All the and visa-versa. As the load increases the cylinder under- graphs are plotted with well versed computing software goes deformation so that the contact angle increases is shown MATLAB.These results are compromising well with the in fig. 10. These plots indicate that as the load increases, closed form solution obtained. Results well agree with 5% contact pressure also increases for the contact angle. The error with the theoretical values. So it can be applied to any contact pressure decreases as the contact angle increases. problem of conformal contact in nature considering the This result agrees with 5% error of theory. The Von-Mises material properties of contacting bodies, clearance between stress gives the best failure criteria for the steel materials.It is them and the nature of load acting on it. © 2012 AMAE 25 DOI: 01.IJPIE.02.01.508
  • 5. AMAE Int. J. on Production and Industrial Engineering, Vol. 02, No. 01, April 2012 the load increases the contact angle increases and contact stress also increases for the case of same modulus value by taking the clearance is constant. If one decreases the clearance the contact angle increases for the constant load case. For a smaller contact angle and contact area the maximum pressure is greater for a higher load. So it is better to have a higher the clearance is required to decrease the contact pressure and the contact angle is lesser for the increase of the modulus ratio. REFERENCES [1] Muskhelishvili, “Some Basic Problem of the Mathematical Theory of Elasticity”, N1963. [2] Cai-Shan Liu, Ke Zhang and Rei Yang, “The FEM analysis and approximate model for cylindrical joints with clearances”, Chinese Academy of Space Technology, Beijing, China, 2006. [3] B. Paul and J. Hashemi, “Contact Pressure on Closely Conforming Elastic Bodies”, Journal of Applied Mechanics, vol.48, pp.543-548, Sept.1981. [4] Hsien H, Chen and Kurt M Marshek, “Effect of Clearance and Material Property on Contact Pressure in Two-Dimensional Conforming Cylinders”, mech. Mach. Theory, Vol.23, No.1, pp.55- 62, 1988. [5] Robert L Jackson and Itzhak Green, “A Finite Element Study of Elasto-Plastic Hemispherical Contact against A Rigid Flat”, 2005. [6] G. A. Papadopoulos, “Experimental Study of the Load Figure 11. Variation of Contact Pressure and Contact angle for Distribution in Bearings by the Method of Caustics and the different values of Young’s Modulus Photoelasticity Method”, Journal of Strain Analysis, Vol.40, No.4, pp.357-365, 2005. CONCLUSION [7] M Pau, A Baldi, P. F. Orru and F. Ginesu, “Experimental Investigation on Contact between Cylindrical Conformal Surfaces”, It is understood that lesser the clearance between two Journal of Strain Analysis, Vol.39, No.3, pp.315-328, 2004. contacting bodies, lesser the contact angle for the constant [8] A. Strozzi, A. Baldini, M. Giacopini, E. Bertocchi, L. Bertocchi, load of application. As the load increases, contact pressure “Normalization of the stress concentrations at the rounded edges also increases for the constant contact angle. The Von-Mises of a shaft–hub interference fit”, The Journal of Strain Analysis for stress gives the best failure criteria for the steel materials Engineering Design August 2011 vol. 46 no. 6 478-491. asthe load increases the Von-Mises stress also increases. As © 2012 AMAE 26 DOI: 01.IJPIE.02.01. 508