Optimization of Heavy Vehicle Suspension System Using Composites

DOI : 10.17577/IJERTV2IS90501

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Optimization of Heavy Vehicle Suspension System Using Composites

A.Venkata Vishnu 1 E.Sanjana 1 G.Guruvaiah Naidu 1

1Asst. Professor, Department of Mechanical Engineering,

NNRESGI, Ghatkesar, Ranga Reddy (Dist.), Hyderabad, Andhra Pradesh, India.

Abstract

This paper describes design and experimental analysis of leaf spring made of Mild Steel and composite materials-S2 glass and Kevlar. The objective is to compare the load carrying capacity, strength and weight savings of composite leaf spring with that of mild steel leaf spring. The leaf spring is designed for Ashok Leyland Viking heavy vehicle for the load of 14087.5N. The design constraints are stresses and deflections. For validating the design FEA Structural Analysis and Modal Analysis are conducted. Pro/Engineer software is used for design and modeling, ANSYS 12.0 is used for analysis. The results show that the stresses in the composite leaf spring of the design are much lower than that of the allowable stress. The strength to weight ratio is higher for composite leaf spring than conventional steel spring with similar design. Weight of the composite spring by Kevlar composite material are 8times less than steel, S2 Glass epoxy composite material are 5 times less than steel. For less weight of the spring we can increase mechanical efficiency. It is concluded that leaf spring made of composite S2 Glass Epoxy is advantageous than mild steel.

Key words: Composite Materials, Structural Analysis, Leaf Spring and Modal Analysis.

  1. Introduction

    Suspension is the term given to the system of springs, shock absorbers and linkages that connects a vehicle to its wheels. Leaf spring originally called laminated or carriage spring, a leaf spring is a simple form of spring, commonly used for the suspension in wheeled vehicles. It is also one of the oldest forms of springing, dating back to medieval times. A leaf spring can either be attached directly to the frame at both ends or attached directly at one end, usually the front, with the other end attached through a shackle, a short swinging arm. The shackle takes up the tendency of the leaf spring to elongate when compressed and thus makes for softer springiness. Some springs terminated in a concave end, called a spoon end (seldom used now), to carry a swivelling member. A more modern implementation is the parabolic leaf spring.

    Since, the composite materials have more elastic strain energy storage capacity and high strength to weight ratio as compared with those of steel, multi- leaf steel springs are being replaced by mono-leaf composite springs. The composite material offer opportunities for substantial weight saving but not always are cost-effective over their steel counter parts. The leaf spring should absorb the vertical vibrations and impacts due to road irregularities by means of variations in the spring deflection so that the potential Energy is stored in spring as strain energy and then released slowly. So, increasing the energy storage capability of a leaf spring ensures a more compliant suspension system. According to the studies made a material with maximum strength and minimum modulus of elasticity in the longitudinal direction is the most suitable material for a leaf spring. Fortunately, composites have these characteristics. Fatigue failure is the predominant mode of in-service failure of many automobile components. This is due to the fact that the automobile components are subjected to variety of fatigue loads like shocks caused due to road irregularities traced by the road wheels, the sudden loads due to the wheel travelling over the bumps etc. The leaf springs are more affected due to fatigue loads, as they are apart of the unstrung mass of the automobile.

  2. Literature Survey

    Composite materials are now used extensively in the automotive industry to take the place of metal parts. Several papers were devoted to the application of composite materials for automobiles. Some of those papers are reviewed here, with emphasis on those papers that involve composite leaf springs. Leaf springs absorb the vehicle vibrations, shocks and bump loads (Induced due to road irregularities) by means of spring deflections, so that the potential energy is stored in the leaf spring and then relieved slowly [1]. Ability to store and absorb more amount of strain energy ensures the comfortable suspension system. Many suspension systems work on the same principle including conventional leaf springs. However, for the same load and shock absorbing performance, conventional (steel) leaf springs use excess of material making them considerably heavy.

    This can be improved by introducing composite materials in place of steel in the conventional spring. Studies and researches were carried out on the applications of the composite materials in leaf spring [2, 6]. A composite mono leaf spring with an integral eye was manufactured and tested for the static load conditions [3].

    Fatigue life prediction was also done by authors so as to ensure a reliable number of life cycles of a leaf spring. Further, a leaf spring had been modelled in conventional way and simulated for the kinematic and dynamic comparatives [4]. Cyclic creep and cyclic deformation was also studied [5]. Efforts were taken for Finite Element Analysis of multi leaf springs. These springs were simulated and analyzed by using ANSYS 7.1 [2, 5]. Premature failure in leaf springs was also studied so as to suggest remedies on application of composite leaf springs. [4, 5].

  3. Problem Formulation and Methodology

    Present used material for leaf spring is steel, whose density is more thereby increasing the overall weight of the leaf spring. In this work, composite materials Kevlar and S2 Glass are replaced for leaf spring. The reason for using composites is that their densities are very much less than steel. So the overall weight of the leaf spring reduces thereby increasing its efficiency due to the reduction in mechanical losses [2].

    parabolic curve. In this design, inter-leaf friction is unwanted, and therefore there is only contact between the springs at the ends and at the centre where the axle is connected. Spacers prevent contact at other points. Aside from a weight saving, the main advantage of parabolic springs is their greater flexibility, which translates into vehicle ride quality that approaches that of coil springs. There is a trade- off in the form of reduced load carrying capability, however. The characteristic of parabolic springs is better riding comfort and not as "stiff" as conventional "multi-leaf springs".

    It is widely used on buses for better comfort. Typically when used in automobile suspension the leaf supports an axle and locates/ partially locates the axle. This can lead to handling issues (such as 'axle tramp'), as the flexible nature of the spring makes precise control of the unsprung mass of the axle difficult. Some suspension designs which use leaf springs do not use the leaf to locate the axle and do not have this drawback.

    The objective of the work is to design and model a leaf spring according to the loads applied. The leaf spring is designed for the materials Mild Steel and composites S2 glass and Kevlar. For validating the design FEA Structural Analysis is conducted for the leaf springs- Mild steel, S2 glass and Kevlar. Modal Analysis is also done. Pro/Engineer software is used for modeling and ANSYS software is used for analysis.

    1. Design Selection

      The leaf spring is designed for Ashok Leyland Viking heavy vehicle for the load of 14087.5N. This design is characterized by fewer leaves whose thickness varies from centre to ends following a

      Figure No.1. Showing 2D Drawing of Leaf Spring Created in AutoCAD

      The design is developed by mathematical calculations, using the mathematical formulas for determining the length, thickness and radius of curvature for the leaf spring. By considering the obtained values a 2D model is created in AutoCAD shown in Figure No 1. Using PRO/Engineer Tools, the Modeling of the Leaf Spring is carried out considering the values obtained from Mathematical calculations.

      Table No. 1. Material Properties and Boundary Conditions of the Materials Used.

      Material

      Element Type

      Youngs Modulus (EX)

      Poisson Ratio (PRXY)

      Density

      Pressure

      MILD STEEL

      Solid 20 node

      95

      205000N/mm2

      0.29

      0.000007850 kg/mm3

      1.809 N/mm2

      KEVLAR

      Solid 20 node

      95

      112000N/mm2

      0.36

      0.00000144 kg/mm3

      1.809 N/mm2

      S2- GLASS

      Solid 20 node

      95

      86900/mm2

      0.23

      0.00000246 kg/mm3

      1.809 N/mm2

      Overall length of the spring =2L1=137.2cm

      = 1372mm

      Number of full length leaves = 2 = Nf Number of graduated leaves = 8 = Ng Number of springs = 10 (Ng+Nf)

      Center load = 2W =115 tones = 11500kg 2W =11500 X 9.8 = 112700N

      2W = 112700/4 = 28175N

      2W =

      W = 14087.5N

      = 28175N

      Figure No.2. Top View of the Leaf Spring Modeled

      The Top View of the Leaf Spring and the Front View of the Assembled Leaf Spring Modeled using the tools available in PRO/Engineer are shown in Figure

      Material Used For Leaf Spring – Mild Steel Bending stress b = 21600 psi = 149 N/mm2 Spring is simply supported beam

      Width length = 2L Central load =2W

      Bending moment = M =W X L = 9664025 Section modulus Z = bt2/6

      b= width of leaves

      t = thickness of leaves = 8Dt2/6

      No 2 and Figure No 3.

      Bending stress = =

      6

      =

      =

      t2

      n = no of full length leaves and graduated leaves L = 686mm; = 149 N/mm2; n = 10

      2

      2

      = 6

      t

      149 = 6 ×14087 .5 × 686 = 57984150

      10 × 80 2 80 2

      2 = 486.44 ; t = 20.133=22mm (approx.) Deflection for both full length and graduated leaves

      = 43 = 4×14087 .5×686 2

      = 10.169 mm

      3 10×210 ×102 ×80×223

      Deflection for graduated leafs

      = 63

      = 6×14087 .5×686 2

      = 19.06mm

      G 3

      10×210 ×102 ×80×223

      Figure No.3. Front View of Assembled Leaf Spring

      For same deflection in stress in uniform x- section leaves

      = 3

      f 2

      1. Sample Calculation-Calculations for Lengths, Thickness and Radius of Leaves

        Load for graduated leaves

        W = total load on the spring

        = ( 2 )

        3 +2

        Specifications of Ashok Leyland Viking When n=10, Rear suspension

        Number of leaf springs = 4 Width of leaves = 76.2 = 80mm

        WG= Load taken up by graduated leaves

        WF= Load taken up by full length leaves WG=10245.45N

        WF=3842.05N W = WG + WF

        1. Bending Stress for Full Length Leaves

          n= 10

          = 1172 + 300 =430.22mm

          = 18

          2 (2 +3 )

          = 12

          18×14087 .5×686

          =

          =

          80×222×(2×8+3×2)

          = 12×14087 .5×686

          =204.20N/mm2

          =136.13N/mm2

          9

          Length of next leaf

          = × 2 + Ineffective length

          2 (2 +3 )

          80×222×(2×8+3×2)

          1172

          1

          = Deflection of full length leaves

          = × 2 + 300 =560.44mm

          9

          = 123 = 12×14087 .5×686 3

          =13.86mm

          Length of 3rd leaf = 1172 × 3 + 300 =690.66mm

          2 (3 +2) 210 ×103 ×80×222×22 9

          Equalized stress in spring leaves (nipping) C = nip

          Similarly the length of remaining leafs for mild steel and other composite materials are

          23

          43

          63

          calculated and tabulated in Table no 3.

          C= 3 ; F=

          3 ×

          2 ; G= 3 × 2

          The nth leaf will be the master leaf and it is

          C= -=19.06-13.86=5.2mm

          Load on clip bolts (Wb) required to close the gap is determined by fact that gap is equal to initial deflection.

          of full length since the master leaf has eyes on both sides therefore

          Length of master leaf = 2L1+ (d + t) × 2

          d = Inside diameter of eye

          W = 2 × × = 2×2×8×14087 .5

          = 2049.09N/mm2

          t = thickness of master leaf

          b (2 +3 ) 10×22

          d =22mm

          Similarly the bending stress and deflection in stress is calculated for the other two composites and tabulated in Table no. 2, which are compared with the analytical results which are generated through software.

          Table No. 2. Bending Stress and Deflection in Stress Values for the Materials

          Parameters/ Material

          Mild Steel

          Kevlar

          S2 Glass

          Bending Stress (N/mm2)

          149

          283.4146

          283.4146

          Deflection (mm)

          10.169

          74.42

          95.923

        2. Length of Leaf Springs

          2L1= overall length of spring

          Ineffective length l = width of band/distance between centers of u-tubes

          nF = no. of full length leaves nG =no. of graduated leaves

          t = 1372+ (22+22) × 2 = 1648.46mm

          Table No. 3. Lengths of leaf springs for the materials (All dimensions are in mm)

          S. No

          Mild Steel

          Kevlar

          S2 Glass

          1

          1648.46

          1648.46

          1648.46

          2

          1471.98

          1471.98

          1471.98

          3

          1341.76

          1341.76

          1341.76

          4

          1211.54

          1211.54

          1211.54

          5

          1081.32

          1081.32

          1081.32

          6

          951.1

          951.1

          951.1

          7

          820.88

          820.88

          820.88

          8

          690.66

          690.66

          690.66

          9

          560.44

          560.44

          560.44

          10

          430.22

          430.22

          430.22

        3. Radius of curvature

          The approximate relation between the radius of

          1

          1

          Effective lengths 2L = 2 2

          3

          used)

          L1=1372mm

          l = 300 mm 2L=1372 2×300=1172mm

          3

          (when u bolts are

          curvature (R) and camber (Y) of spring is given by

          1

          1

          R =2

          2

          L1=half span of spring

          Y = (the maximum deflection of spring is equal to

          camber(y) of spring)

          It may be noted that when there is only one

          L = 1372 = 686mm; =10.169mm

          full length leaf (master leaf only) then the number of leaves to be cut will be n and when there are two full

          1 2

          R= 6862

          =23138.75mm

          length leaves (including one master leaf) then the

          Similarly

          2×10.169

          the radius of remaining leaf

          number of leaves to be cut will be (n-1) if a leaf spring has two full length leaves then the length of leaves is obtained as follows,

          Length of smallest leaf

          = + ineffective length

          1

          springs for mild steeland other composite materials are calculated and tabulated in Table no 4.

          Table No. 4. Radius of leaf springs for the materials (All dimensions are in mm)

          S. No

          Mild Steel

          Kevlar

          S2 Glass

          1

          23336.75

          3342.91

          2644.91

          2

          23314.75

          3326.91

          2628.91

          3

          23292.75

          3310.91

          2612.91

          4

          23270.75

          3294.91

          2596.91

          5

          23248.75

          3278.91

          2580.91

          6

          23226.75

          3262.91

          2564.91

          7

          23204.75

          3246.91

          2548.91

          8

          23182.75

          3230.91

          2532.91

          9

          23160.75

          3214.91

          2516.91

          10

          23138.75

          3198.91

          2500.91

          3.2 Finite Element Analysis

          FEA consists of a computer model of a material or design that is stressed and analyzed for specific results. It is used in new product design, and existing product refinement. A company is able to verify a proposed design will be able to perform to the client's specifications prior to manufacturing or construction. There are generally two types of analysis that are used in industry: 2-D modeling, and 3-D modeling. While 2-D modeling conserves simplicity and allows the analysis to be run on a relatively normal computer, it tends to yield less accurate results. 3-D modeling, however, produces more accurate results while sacrificing the ability to run on all but the fastest computers effectively.

          FEA uses a complex system of points called nodes which make a grid called a mesh. This mesh is programmed to contain the material and structural properties which define how the structure will react to certain loading conditions. Nodes are assigned at a certain density throughout the material depending on the anticipated stress levels of a particular area. Regions which will receive large amounts of stress usually have a higher node density than those which experience little or no stress. Points of interest may consist of: fracture point of previously tested material, fillets, corners, complex detail, and high stress areas. To conduct the Structural and Frequency Analysis the Boundary Conditions and Material properties used are tabulated in above Table no1.

          Using the mathematical values obtained after Calculation for Length, Span, Camber, Radius of Curvature, Thickness, those are used to create the model of Leaf Spring in Pro/Engineer Tools and Imported to Ansys to carry out the Analysis. Imported model of Leaf Spring from PRO/Engineer

          to conduct the Analysis for the Material Mild Steel is shown in Figure no. 4. Meshed Model of Leaf Spring is shown in Figure no. 5.

          Figure No.4. Imported Model of Leaf Spring

          The impact of boundary conditions on the leaf spring, the effect of boundary condition is shown in Figure no.6. For performing the structural and frequency analysis the boundary conditions and element types are required. Table no. 1 gives the material properties of the materials used.

          Figure No.5. Meshed Model of Leaf Spring

          Figure No.6. Effect of Boundary conditions on Leaf Spring

  4. Experimental Results and Discussion

    The aim of the work is to compare the load carrying capacity, strength and weight savings of composites leaf spring with that of mild steel leaf spring. The design constraints are stresses and deflections. For validating the design FEA Structural and Modal Analysis are conducted on the leaf spring for the materials Mild Steel, Kevlar and S2 Glass, and plotted Displacement Vector Sum, Von Mistress Stress shown in Figure No.7 and Figure No.8. And three modes shape for corresponding materials, Mild Steel shown in Figure No. 9, Kevlar shown in Figure No. 10 and S2-Glass shown in Figure No. 11. The weight of the leaf spring when steel used is 141.225Kg, when Kevlar and S2 glass are used the

    weight is 18.79Kg and 32.25Kg respectively tabulated in Table no. 5. So the leaf spring is more lighter when composites are used thereby increasing its efficiency. Results of STRUCTURAL ANALYSIS performed for the materials are tabulated in the Table no. 6; the analyzed stress values for every material are less than their respective allowable stress value. Since using all these materials for leaf spring is safe under the load conditions. Results of MODAL ANALYSIS performed for the materials are tabulated in the Table no. 7; hence the obtained frequencies and deflections of leaf spring for every material are less compared to the values obtained through mathematical approach.

    Figure No.7. Displacement Vector Sum of Leaf Spring of Mild Steel-Kevlar-S2Glass

    Figure No.8. Von Mistress Stress of Leaf Spring of Mild Steel-Kevlar-S2Glass

    Table No. 5.Materials Weights after Analysis

    Material

    Weight (Kg)

    MILD STEEL

    141.225

    KEVLAR

    18.7959

    S2 GLASS

    32.25

    Figure No.9. Different Mode Shapes Plotted for Mild Steel material- MODE1, MODE2 and MODE3.

    Figure No.10. Different Mode Shapes Plotted for Kevlar material- MODE1, MODE2 and MODE3

    Figure No.11. Different Mode Shapes Plotted for S2 Glass material- MODE1, MODE2 and MODE3

    Table No. 6. Results of Structural Analysis for the materials

    MILD STEEL

    KEVLAR

    S2 GLASS

    Displacement (Mm)

    0.169732

    1.126

    1.616

    Stress (N/Mm2)

    40.367

    63.512

    71.634

    Allowable Stress (N/Mm2)

    1600

    3000

    4890

    Table No. 7. Results of modal analysis for the materials

    MILD STEEL

    KEVLAR

    S2 GLASS

    MODE 1

    Hz

    4.976

    8.68

    5.753

    Deflectio n (mm)

    0.27862

    0.722131

    0.62847

    3

    MODE 2

    Hz

    4.998

    8.728

    5.776

    Deflectio n (mm)

    0.2764

    0.72429

    0.62999

    3

    MODE 3

    Hz

    9.436

    12.904

    8.362

    Deflectio n (mm)

    0.5868

    1.3

    1.315

  5. Conclusion

    In the present work, a leaf spring is designed for Ashok Leyland Viking heavy vehicle for the load of 14087.5N. The data is collected from Internet for the specifications of the model. The calculations are performed for different materials of leaf spring by mathematical approach. Structural and modal analysis is made for mild steel, Kevlar, S2 glass Epoxy.

    The results show:

    1. The stresses in the composite leaf spring of the design are much lower than that of the allowable stress.

    2. The strength to weight ratio is higher for composite leaf spring than conventional steel spring with similar design.

    3. Weight of the composite spring by Kevlar composite material are 8times less than steel, by using material S2 Glass epoxy 5 times less than steel. For less weight of the spring we can increase mechanical efficiency.

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  3. A Skrtz, T.Paszek, (1992) Three dimensional contact analysis of the car leaf spring, Numerical methods in continuum mechanics 2003, Zilina, Skrtz republic.

  4. In-Cheng Wang,(1999) Design and Synthesis of Active and Passive vehicle Suspensions.

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  6. Mahmood M. Shokrieh, Davood Rezaei, Analysis and optimization of a composite leaf spring Composite Structures Vol60 (2003) pp-317325.

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