Fatigue Analysis of Composite Drive Shaft

DOI : 10.17577/IJERTV4IS050628

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  • Authors : Prof. Mahesh. N. Pradhan, Hrishikesh. T. Gaikwad
  • Paper ID : IJERTV4IS050628
  • Volume & Issue : Volume 04, Issue 05 (May 2015)
  • DOI : http://dx.doi.org/10.17577/IJERTV4IS050628
  • Published (First Online): 18-05-2015
  • ISSN (Online) : 2278-0181
  • Publisher Name : IJERT
  • License: Creative Commons License This work is licensed under a Creative Commons Attribution 4.0 International License

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Fatigue Analysis of Composite Drive Shaft

Prof. Mahesh. N. Pradhan Hrishikesh .T. Gaikwad

Mechanical engg dept. M.I.T, Kothrud ,Pune- 52. Student Mech. Engg Dept. M.I.T, Kothrud ,Pune- 52.

Pune, India. Pune, India.

Abstract – The projects aims at replacing the conventional drive shaft with composite drive shaft which will provide us the better mechanical properties i.e (Torque transmitting capacity, and fatigue life of the shaft).The research paper will include the comparison of these properties of conventional steel shaft with the composite drive shaft .The drive shaft selected is applicable to TATA 407 pick up vehicle which is at present using the conventional steel drive shaft. Our main aim is to show that the fatigue life of composite drive shaft is much better than conventional steel drive shaft.

Keywords- Composite shaft, conventional shaft, TATA 407 pick up, fatigue analysis, mass saving.

  1. INTRODUCTON

    Power transmitted from the engine to the final drive where useful work is applied through a system consists of a gearbox, clutch, universal joint, drive shaft and a differential in the rear-drive automotives. In conventional drive shafts there is problem of instant crack propagation in case of heavy loads unlike the crack arrest property of composite materials. As compare to conventional metallic drive shaft, the composite drive shafts have many parameters to be altered, namely the fiber orientation angles, stacking sequences, layers thicknesses and number of layers. These parameters, due to the tailorability of elastic constants, could provide a large number of possible designs, which must satisfy optimally the performance characteristics of the composite drive shaft (critical speed, fatigue life and load carrying capacity). It is well-known that the steel drive shaft is usually manufactured in two pieces. There are many design studies but the information about the design variables and their effect on the performance characteristics is not comprehensive.

    Generally, all accessed design studies were not including the fatigue consideration, which may be needed to be explored in relation to composite shafts design. Therefore, the aim of this work is to investigate numerically the effect of stacking sequence and fiber orientation angle on the performance of drive shaft. The numerical results Will be validated by results obtained from analytical solutions. The specimens used will be filament wounded. Till now very less work is done on fatigue analysis of shaft made up of composite material.

    1.1 Methodology

    The composite shaft will be manufactured using the process known as filament winding. The process involves winding filaments under tension over a male mandrel. The mandrel rotates while a wind eye on a carriage moves horizontally, laying down fibers in the desired pattern .Filament winding is well suited to automation, and there are many applications, such as pipe and small pressure vessel that are wound and cured without any human intervention.

    Many sample specimens will be tested for fatigue failure and the optimum one would be selected. Detail stress analysis will be performed on ansys software .The matlab software will be used to verify the analytical values and to obtain quick results of the same.

  2. DESIGN SPECIFICATION

    a. Conventional drive shaft of TATA 407 pick up.

    The drive shaft outer diameter should not exceed 100 mm due to space limitations. Here outer diameter of the shaft is taken as 75 mm.

    Based on standards available specifications of drive shaft are

    1. The torque transmission capacity of the drive shaft(T) = 2058.75 N-m

    2. Speed of drive shaft = 2800 rpm

    3. Outside diameter of drive shaft = 75 mm

    4. Length of drive shaft = 1.3 m

    The steel drive shaft should satisfy three design specifications such as torque transmission capability, and bending natural frequency. Steel (SM45C) used for automotive drive shaft applications. The material properties of the steel (SM45C) are given in following table.

    Properties of steel (SM45C)

    S.r

    No.

    Mechanical properties

    Sym bol

    Unit s

    Steel

    1

    Youngs Modulus

    E

    GPa

    207

    2

    Shear modulus

    G

    GPa

    80

    3

    Poissons ratio

    µ

    0.3

    4

    Density

    Kg/

    m3

    7600

    5

    Yield Strength

    Sy

    MPa

    370

    Table 1

    Gear Ratio for Tata 407 pickup

    No.of Gears are 5 forward and 1 reverse. Table.2

    Gear ratios for TATA 407 Pick up

    S.r No.

    Gear Position

    Gear ratio

    1

    1st Gear

    6.01:1

    2

    2nd Gear

    3.46:1

    3

    3rd gear

    1.97:1

    4

    4th Gear

    1.37:1

    5

    Reverse Gear

    5.69:1

    So, the torque is maximum at 1st gear, when the speed of vehicle is low. Therefore the maximum torque will be,

    Ma = 64.5× 650 – 1300× By = 0 By = 32.25N

    similarly

    Ay = 32.25N

    M = A y × 650 M = 32.25× 650

    M = 20962.5N.mm

    Tmax Tmax

    = 225 × 6.01 × 1.5

    = 2058.75 × 103 N – mm

    3

    Fig.2 Bending moment diagram

    M tmax

    = 2058.75 ×10 N – m

    2.1 Torsional Strength:

    The primary load in the drive shaft is torsion. The maximum shear stress, max in the drive shaft is at the outer radius, and is given as

    Fig.3 Shear diagram

    2.3 Fatigue life prediction

    (Mb)Max=20.963 x 103 N-mm.

    = 16Mt =

    do3(1 – C4 )

    16(2058.75 ×103)

    (75)3(1 – C4 )

    (Mb)Min= 0 N-mm Then,

    a. To find Mean & Amplitude Stresses.

    C = 0.9223

    We know,

    C = di / do 0.9223 = di

    0.075

    di = 69.182mm

    Mass of steel drive shaft

    (Mb)m= 1/2(Mb)max + (Mb)min ) (Mb)m= 10.48 X 103 N-mm.

    (Mb) a = 1/2(Mb)max – (Mb)min ) (Mb) a = 10.481 x 103 n-mm

    (Mt) max = 225 x 6.01 x 1.5 = 2058.75 x 103 N-mm

    (given)

    (Mt) min =225 x 1.37 x 1.5 = 4.49 X 106 N-mm (given)

    2 2

    32(Mb )m

    m = × 4 (do – di

    ) × L

    xm d 3

    m = 6.575kg

    xm = 0.253 N/mm2

    2.2 Design of shaft against fatigue loading

    Bending moment in shaft

    We assume that only the force due to self weight of the

    xa

    32(Mb )a

    d 3

    shaft is acting on the shaft .It is acting at the centered the shaft.

    xa = 0.253 N/mm2

    P w g

    (M ) 1 (M )

    (M )

    p 6.575 9.81

    t m 2

    t max

    t min

    p 64.5N

    (M )

    1 2058.75 462.38103

    t m 2

    t m

    (M ) 1260.565103 N mm

    (M ) 1 (M )

    (M )

    t a 2

    t max

    t min

    Fig.1 loading diagram

    (Mt )a

    1 2058.75 462.38103 2

    Acoording to modified goodman method

    t m

    (M ) 798.185103 N mm

    Sa Sm 1

    1 6(Mt )m

    Se Syt

    <>xym

    d 3

    Put above values ,

    xym

    15.2177 N / mm2

    0.632Sa Sm 1

    xya

    1 6(Mt )a

    a

    d 3

    86.88 370

    m

    S 100.125N / mm2

    xya

    9.6358 N / mm2

    S 63.36N / mm2

    2 2

    FOS Sa 63.36

    m ( xm Kb ) 3( xym Kt )

    a 25.03

    2 2

    m (0.253 2) 3(15.2177 1.5)

    6

    m 39.54 x 10 Pa

    log(m ) 7.597Pa

    Fatigue factor of safety = 2.53

    c. To find number of cycles

    S a Sut

    ( K )2 3( K )2

    f S

    a xa b xa t

    ut m

    a

    a

    (0.253 2)2 3(15.2177 1.5)2

    25.0375 x 106 Pa

    S f

    25.03 630

    630 39.54

    log(a ) 7.39Pa

    S f 26.706Mpa

    Since ,

    0.9 Sut =0.9(630) = 567 Mpa

    a eq 39.54N / mm

    2

    log10(0.9 Sut ) = 2.5670

    So, von mises stresses are 39.54 N / mm2

    tan

    a & tan

    sa s

    log10( Se ) = 1.6474 log10( S f ) = 1.3090

    m m

    tan 0.633

    32.33 33

    Log10

    (N ) (6 3)(2.75358 1.4266)

    (2.75358 1.9389)

    b. To find endurance strength Se

    Se Kload Ksize Ksurf Ktemp

    Log10 (N ) 4.889 3 7.889

    N = 77.446 x 106 cycles

  3. DESIGN OF COMPOSITE DRIVE SHAFT

    K K K S '

    reliability d stressconcentration e

    1. Selection of Material

      Kload 1

      Ksize 0.75

      Carbon Fiber(Panex 35):

      Ksurf A.Sut

      0.265 0.82

      Ktemp 1

      Panex® 35 continuous carbon fiber is manufactured from polyacrylonitrile (PAN) precursor. The consistency in yield and mechanical properties that are

      for T 450

      Kreliability 90% 0.897

      K 1 0.5

      provided by large filament count strands gives the user the ability to design and manufacture composite materials with

      2

      d greater confidence and allows for efficient and fast buildup of carbon fiber reinforced composite structures.Material

      Se 1 0.751 0.82 0.897 0.5 315

      e

      S 86.88N / mm2

      properties of Carbo fiber(panex 35) is as follows.

      Table .3

      Properties of panex 35

      Sr.no

      Parameter

      SI

      US

      1

      Tensile Strength

      4137 MPa

      600 ksi

      2

      Tensile Modulus

      242 GPa

      35 msi

      3

      Electrical

      conductivity

      0.00155 ohm-

      cm

      0.00061

      ohm-in

      4

      Density

      1.81 g/cc

      0.065 lb/in3

      5

      Fiber Diameter

      7.2 microns

      0.283 mils

      6

      Carbon content

      95%

      95%

      7

      Yield

      270 m/kg

      400 ft/lb

      8

      Spool weight

      5.5 kg, 11 kg

      12 lb, 24 lb

      9

      Spool Length

      1,500 m , 3,000

      m

      1,640 yd,

      3,280 yd

    2. Epoxy resin

Epoxy resins are polyether resins containing more than one epoxy group capable of being converted into the thermoset form.

Sr.

No

Composite Properties

Symbol

Value

Unit

1

Youngs Modulus(Longitudinal direction)

E1

146.5

8

GPa

2

Youngs Modulus(Transverse direction direction)

E2

8.44

GPa

3

Major Poisons ratio

µ12

0.3

4

Minor Poissons ratio

µ21

0.3

5

Shear Modulus

G12

3.23

GPa

6

Ultimate longitudinal strength

T)

(1 ult

2500

MPa

7

Ultimate transverse

strength

T)

(2 ult

30.97

MPa

8

Ultimate longitudinal compressive strength

( C)

1 ult

70.4

MPa

9

Ultimate transverse compressive strength

( C)

2 ult

33.88

MPa

10

Minimum fiber volume fraction

(Vf)min

0.529

%

11

Critical fiber volume fraction

(Vf)cr

0.540

%

12

Shear strength

11.46

MPa

Table . 5

MECHANICAL PROPERTIES EPOXY RESIN (HEXCEL HEXPLY EH04 EPOXY RESIN)

Table.4

  1. Mass Saving

    1. Mass of steel drive shaft = 6.575 kg

    2. Mass of Composite drive shaft

      MECHANICAL PROPERTIES EPOXY RESIN (HEXCEL HEXPLY EH04 EPOXY RESIN)

      Sr. No

      Mechanical Property

      Value

      Units

      1

      Tensile Strength

      81

      MPa

      2

      Tensile Modulus

      3.45

      GPa

      3

      Specific Gravity

      1.34

      g/cc

      4

      Poissons ratio

      0.3

      5

      Shear Strength

      1.34

      MPa

      6

      Shear Modulus

      1.3269

      GPa

      m (r 2 r 2 ) L

      0 i

      m (0.03752 0.03602 )(1.3)(1622) m 0.7303Kg

    3. Percentage of mass saving over steel is

      6.575 0.7303

      Mechanical Analysis of Lamina

      6.575

      88.89%

      Bending moment in shaft

      100

      1. Volume fraction of fiber 0.7 (70%)

      2. Volume fraction of matrix 0.3 (30%)

      3. Volume of composites 1 (100%)

      we know = 1810 kg/m3, =1340 kg/m3

      We assume that only the force due to self weight of the shaft is acting on the shaft .It is acting at the centered the shaft.

      Force P is given as ,

      f m

      c f Vf mVm

      P w g

      p 1.772 9.81

      c 1810 0.6 1340 0.4

      p 17.384N

      c

      1622kg / m3

      Fig.4 Loading diagram

      M a 17.384 650 1300 By 0

      By 8.69N

      similarly, Ay 8.69N

      Maximum bending moment is given as ,

      (M )

      1 (M )

      (M )

      t a 2

      t max

      t min

      (Mt )a

      (Mt )a

      1 2058.75 462.38103 2

      798.185103 N mm

      Fig.5 Bending Moment diagram

      xym

      16(Mt )m

      d 3

      161260.565103

      (75)3

      xym 15.2177

      N

      mm2

      Fig.6 Shear dagram Maximum bending moment is given as ,

      xya

      16(Mt )a

      d 3

      16 798.185103

      (75)3

      N

      M = A y × 650 M = 8.69 × 650

      M = 5648.5N.mm M = 5.6483N.m

      xya = 9.6358

      mm2

      ( K )2 3( K )2

      m xm b xym t

  2. Fatigue life prediction (Mb)Max=5.648 x 103 N-mm. (Mb)Min= 0 N-mm

    Then

    6.1 To find Mean & Amplitude Stresses.

    m

    m

    (0.02704 2)2 3(15.2177 1.5)2

    39.53 x 106 Pa

    Log( m )=7.596 Pa

    ( K )2 3( K )2

    (Mb)m= 1/2(Mb)max + (Mb)min )

    a xa b xa t

    (Mb)m= 2.834X 103 N-mm.

    m

    (0.253 2)2 3(15.21771.5)2

    (Mb) a = 1/2(Mb)max – (Mb)min )

    (Mb) a = 2.824 x 103 n-mm

    a = 25.032 x 106 Pa

    Log( m )=7.4 Pa

    (Mt) max = 225 x 6.01 x 1.5 = 2058.75 x 103 N-mm

    Since ,

    a eq

    39.54N / mm2

    (given)

    (Mt) min =225 x 1.37 x 1.5 = 4.49 X 106 N-mm (given)

    32(M )m

    So, von mises stresses are 39.54 N / mm2

    tan a & tan sa

    xm =

    b

    d3

    m sm

    xm = 0.068224 N / mm2

    = 32(Mb )m

    tan 0.633

    32.33 33

      1. To fing endurance strength Se

        xa d3

        S ' 0.5 S

        xa = 0.068224 N / mm2

        e

        e

        S ' 0.5

        e

        1169.58

        e

        S ' 584.5Mpa

        (M ) 1 (M )

        (M )

        S K K K K

        t m 2

        t max

        t min

        e load size surf temp

        '

        (Mt )m

        (Mt )m

        1 2058.75 462.38103 2

        1260.565103 N mm

        Kreliability Kd Kstressconcentration S e

        K 1 K 0.75

        load

        Ksurf

        T 450

        size

        ut temp

        A.S 0.265 0.82 K 1for

        K 90% 0.897 K 1 0.5

        reliability d 2

        Se 1 0.751 0.82 0.897 0.5 584.5

  3. RESULTS AND DISCUSSION

    COMPARISON BETWEEN STEEL AND COMPOSITE DRIVE SHAFT.

    Sr.No

    Parameter

    Steel shaft

    Composite shaft

    1

    Applied Torque

    (T)

    2058.75 N-m

    2058.75 N-m

    2

    Fatigue factor of safety

    2.53

    5.28

    3

    Number of cycles

    (N)

    77.446 x106

    834.02 x 106

    4

    Mass (m)

    6.575 Kg

    0.7303 kg

    5

    Percentage of

    mass saving

    88.89%

    Table .6

    Se 161.46

    N

    mm2

    Acoording to modified goodman method

    Sa Sm 1

    Se S yt

    Put above values ,

    0.624Sm Sm 1

    174.46 1169

    Sm 208.91

    S 132.29

    N

    mm2

    N

  4. CONCLUSION

  1. From the above results we Come to the conclusion that the fatigue factor of safety of composite drive shaft is much

    a mm2

    S 132.14

    higher than steel drive shaft.

  2. The number of cycles sustained by the composite drive shaft is considerably high .

    FOS a

    a

    25.03

  3. We have also achieved a high percentage of mass saving.

Fatigue factor of safety = 5.28

    1. To find number of cycles

S a Sut

REFERENCES

  • M.A. Badie, E. Mahdi , A.M.S. Hamouda. An investigation into hybrid carbon/glass fiber reinforced epoxy composite automotive drive shaft. Materials and Design 32 (2011) 14851500 Contents lists.

    f

    Sut m

    S 25.032 1169

    f 1169 39.53

    S f 25.92Mpa

    R. A. Gujar, S. V. Bhaskar, Shaft Design under Fatigue Loading By Using Modified Goodman Method, (IJERA), Vol. 3, Issue 4, Jul-Aug 2013, pp.1061-1066.

    • M. A. Badie, A. Mahdi. AUTOMOTIVE COMPOSITEDRIVESHAFTS:INVESTIGATION OF THE DESIGN VARIABLES EFFECTS. International Journal of Engineering and Technology, Vol. 3, No.2, 2006, pp. 227-237 227

      0.9 Sut

      =0.9(1265) = 1138.5Mpa

    • RITA ROY, B K SARKAR, A K RANA and N R BOSE. Impact fatigue behaviour of carbon fibre-reinforced vinylester resin

      log10(0.9 Sut ) = 3.0263 log10( Se ) = 2.24 log10( S f ) = 1.413

      (6 3)(3.0263 1.413)

      composites. Bull. Mater. Sci., Vol. 24, No. 1, February 2001, pp. 7986. © Indian Academy of Sciences.

    • Ali Movaghghar*. Theoretical and Experimental Study of Fatigue Strength of Plain Woven Glass/Epoxy Composite. Strojniki vestnik – Journal of Mechanical Engineering 58(2012)3, 175-182

      • Books

      1. Bryan Harris, Fatigue in composites Science and technology of the fatigue response of fibre-reinforced plastics.Pg no. 224-238.

        Log10 (N )

        (3.0563 2.207)

      2. P.K.Mallick,Fiber-reinforced composite,Material ,manufacturing

      Log10 (N ) 6.043 3 9.043

      N = 834 x 106 cycles

      and design. Pg no. 269 -288.

    • http://www.maintenanceworld.com/failure-analysis-of-mechanical- components/

    • http://www.maintenancetechnology.com/2012/07/failure-analysis-of- machine-shafts/

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