Vibrational Analysis of Aluminium Graphite Metal Matrix Composite

DOI : 10.17577/IJERTV6IS040720

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Vibrational Analysis of Aluminium Graphite Metal Matrix Composite

Amreen Taj

Assistant Professor,

Department of studies in Mechanical Engineering University B D T College Of Engineering, India

    1. Vijaykumar,

      Saleem Sab Doddamani

      Assistant Professor, Department of Mechanical Engineering,

      Jain Institute of Technology Davanagere, India

      Assistant Professor,

      Dept. of Mechanical Engineering

      Bapuji Institute of Engineering and Technology, Davangere. India

      Abstact- In the present work analytical and experimental solutions of frequency characteristics for the vibration of isotropic metal matrix composite have been obtained. The variations in the fundamental frequency of Aluminium Graphite specimen due to its geometrical structures, percentage of graphite and material properties are going to be studied. The results are validated by the results with those available in the literature. The vibrational study started by determining of its length, thickness, weight and volume to find its density and finding an youngs modulus by rule of mixtures. In experimental method is used to evaluate the first three natural frequencies and finding its modal damping from the experimental values, by using FFT analyzer by adopting all varied parameters. In analytical method determination of natural frequencies using ANSYS 11, obtaining its modal and transient analysis for all the specimens and damping ratio by using transient results.

      Keywords Metal matrix; vibration; modal analysis; natural frequency; FFT analyzer;Damping ; ansys.

      I.INTODUCTION

      Vibration is the motion of a particle or a body or system of connected bodies displaced from a position of equilibrium, this leads to increase in stresses, energy losses, increase in wear induce fatigue and reduces the life of the component. By calculating vibration behavior statically and dynamically losses pertaining from it can be reduced. For this Modal analysis is used [1].Vibration in composites are varying with different compositions of materials. For better performance qualifying composition can be used based on material property and advantages. MMCs are used in many applications like automotive sectors, aerospace, electronics and communication, and sports market to reach greater extent of profit. With material point of view, polymer matrix composites stay behind with retention of strength, stiffness, and good abrasion and creep resistance properties [2]. Aluminium alloys are better application because their combination gives high strength, low density, durability, machinability, availability and cost compared to other matrix composite materials [3]. The properties of aluminium 6061 and graphite deals that aerospace and many light weight

      structures have more vibration inputs that can lead to resonance [4], so it is necessary to have sound methodology to control it. To achieve right combination of material properties and serviceability, the important concept to know is dynamic behaviour to understand the dynamic behaviour we must evaluate the density, natural frequencies of the structure, mode shapes and damping factors. Hybrid shafts was manufactured by fibre and aluminium to increase bending natural frequency and damping shafts made of carbon with Al have higher fundamental natural frequency and stacking angle close to zero, which reduces the transmission .A material have more stacking angle than other material is graphite because of its density leads to better transmission[5]. One of the most challenging aspects of modal analysis based damage detection is that damage is usually a local phenomenon and may not significantly influence the lower-frequency response of the structure that is normally measured using FFT analyser tests.

      1. LITERATURE SURVEY

        Wei-Xin Ren, Tong Zhao and Issam E. Harik, M.ASCE [2004] experimental and analytical modal analysis of a steel- girder arch bridge. The field test is carried out by ambient vibration testing under traffic and wind-induced excitations. Both the peak picking method in the frequency domain and the stochastic subspace identification method in the time domain are used for the output-only modal identification. A good agreement in identified frequencies has been found between the two methods. It is further demonstrated that the stochastic subspace identification method provides better mode shapes. The three-dimensional finite element models are constructed and an analytical modal analysis is then performed to generate natural frequencies and mode shapes in the three-orthogonal directions. The finite element models are validated to match the field natural frequencies and mode shapes.

        Roger M Crane, John W.Gillispie [1989] states that Material damping of laminated composites is experimentally determined by the half-power bandwidth method for cantilever beam specimens excited with an impulse excitation. Data acquisition and manipulation are carried out

        using both an IBM PC-AT and a GenRad 2500 Series FFT Analyzer. Unidirectional continuous fiber 0° and 90° laminates were fabricated from glass/epoxy.(HerculesS2Glass/35016),graphite/epoxy (Hercules AS4/3501-6) and graphite/poly (ether ether ketone) (ICI AS4/PEEK[APC-2]) to investigate the effect offiber and matrix properties as a function of frequency, up to 1000 Hz, on the damping of composites.

        Manoj Singla, D. Deepak Dwivedi, Lakhvir Singh, Vikas Chawla[2009] made the modest attempt to develop aluminium based silicon carbide particulate MMCs with an objective to develop a conventional low cost method of producing MMCs and to obtain homogenous dispersion of ceramic material. To achieve these objectives two step- mixing method of stir casting technique has been adopted and subsequent property analysis has been made.

        Dunia Abdul Saheb[2011] made the modest attempt to develop aluminium based silicon carbide particulate MMCs and graphite particulate MMCs with an objective to develop a conventional low cost method of producing MMCs and to obtain homogenous dispersion of ceramic material.

        J.N.Wei, H.F.Cheng, F.S.Han [2007] this paper illustrates that the effect of macroscopic graphite (Gr) particulates on the damping behaviour of commercial (Al).The damping characterization was conducted on a multifunction internal friction apparatus (MFIFA). The internal friction (IF), as well as the relative dynamic modulus, was measured at frequencies of 0.5, 1.0 and 3.0 Hz over the temperature range of 25400 °C. The micro structural analysis was performed using transmission electron microscopy (TEM). The damping capacity of the Al/Gr MMCs, with three different volume fractions of macroscopic graphite

        reinforcements, was compared with that of unreinforced commercially pure aluminium specimens. The damping capacity of the materials is shown to increase with increasing volume fraction of macroscopic graphite particulates

        J. Zhang, R.J. Perez, E.J. Lavernia[1989] explains the effect of SiC and graphite (Gr)particulates on the resultant damping behaviour of 6061 A1 metal matrix composites(MMCs) was investigated in an effort to develop a high damping material. The MMCs were processed by a spray atomization and deposition technique and the damping characterization was conducted on a dynamic mechanical thermal analyser. The damping capacity, as well as the dynamic modulus, was measured at frequencies of 0.1, 1, 10 and 30 Hz over a 30 to 250°C temperature range. The micro structural analysis was performed using scanning electron microscopy, optical microscopy and image analysis. The damping capacity of the 6061 Al/SiC and 6061 Al/Gr MMCs, with two different volume fractionsof reinforcements, were compared with that of as-received 6061-T6 Al and

        spray deposited 6061 Al. It was shown that the damping capacity of 6061 Al could be significantly improved by the addition of either SiC or graphite particulates through spray deposition processing.

        Gewifel, Zagazig,[2012] this thesis presents the (Al/Gr) composites were fabricated by a proposed technique called ex-situ and in situ powder metallurgy to avoid an interfacial reaction between the graphite and the aluminium. In the present study, a cooled compact pressing of material

        powders followed by hot extrusion techniques were used. Varies weight percentages of graphite flakes were mixed with Al powder using a mechanical mixing stirrer. The effects of graphite content and SiC formation on microstructures and wear properties of composites were investigated. The SiC particles are formed by in-situ reaction at temperatures above 252°C. SiC particles have greatly improved the wear and tensile properties of fabricated composites. The results also showed the SiC particles were refined (<; 1m) and uniformly distributed in the matrices as a result of hot extrusions and little pores were found in the composites. This improves properties.

      2. PROCESSING AND TESTING PROPERTIES OF Al-Gr

      1. Processing and calculations

        Al-Gr processed with various compositions by stir casting and sand moulding method[3].After processing machining was carried to get specimens in ASTM standard [B211M-03] for analysis by horizontal milling machine. Various compositions are

        • 100% Al

        • 97% Al + 3% Gr (By weight)

        • 94% Al + 6% Gr (By weight)

        • 91% Al + 9% Gr (By weight)

          Named as 0,1,2,3 models of compositions, with length, width and thickness of 238×12×12 as A and 238×15×15 as D.

          The first calculation Density, to calculate density volume is evaluated by (length×width×thickness) and mass by weighing specimen.

          Calculation of Youngs modulus by Rule of mixture, which is EC1=EF1VF+EM1VM

          Where, EC1, EF1, EM1 Youngs modulus VF, VM Volume fractions

          TABLE 1. SPECIFICATION OF SPECIMENS

          Grade

          Code

          Total

          length (mm)

          Width (m)

          Weight (gm)

          Density (Kg/m3)

          Youngs

          Modulus (Gpa)

          100%

          Al

          0A

          238.04

          12.15

          90.51

          2575

          72

          0D

          238.05

          15.13

          141.17

          2590.5

          70.44

          97% Al

          + 3%

          Gr

          1A

          236.06

          12.11

          86.10

          2487.09

          68.88

          1D

          236.15

          15.18

          136.66

          2511.30

          67.32

          94% Al

          + 6%

          Gr

          2A

          238.16

          12.10

          88.50

          2537.9

          72

          2D

          238.05

          15.16

          138.42

          2530.

          70.44

          91% Al

          + 9%

          Gr

          3A

          238.14

          12.11

          87.34

          2500.87

          68.88

          3D

          238.18

          15.11

          137.18

          2509.34

          67.32

      2. EXPERIMENTAL MODAL ANALYSIS

        In order to use FEM models with confidence, it has found to be necessary to confirm the accuracy of the model by comparing the modal parameters (frequency, damping and mode shapes) predicted by the FEM model with modal parameters identified by experimental method and estimating the measured frequency response.

        Experimental set up has arranged using instrumentation of FFT analyser based upon the measured frequency response function [10].By using these mode shape, modal damping and natural frequencies are observed using graphs.

        The resulting vibrations of the specimen in a select point are measured by an accelerometer. The accelerometer is mounted by means of bees wax. The signal was then subsequently input to the second channel of the analyser, where its frequency spectrum was also obtained. The response point was kept fixed at a particular point and the location of excitation was varied throughout the plate. Both input and output signals are investigated by means of FFT and resulting frequency response functions are transmitted to a computer for modal parameter extraction. The output from the analyser was displayed on the analyser screen by using software. Various forms of Frequency Response Functions (FRF) are directly measured are shown below.

        Fig I FFT Experimental setup

        Fig 2. Spectrum showing natural frequencies of 0A

        Fig. 3. Spectrum showing natural frequencies of 0D

        Fig. 4. Spectrum showing natural frequencies of 1A

        Fig 5 .Spectrum showing natural frequencies of 1D

        Fig 6. Spectrum showing natural frequencies of 2A

        Fig 7. Spectrum showing natural frequencies of 2D

        Fig 8. Spectrum showing natural frequencies of 3A

        Fig. 9. Spectrum showing natural frequencies of 3D

        Grade

        Specimen code

        Natural frequency (Hz)

        Mode numbers

        1

        2

        3

        100%

        Al

        0A

        120

        940

        3000

        0D

        225

        1513.2

        3931.2

        97% Al

        + 3%

        Gr

        1A

        243.7

        1287.5

        3643

        1D

        262.5

        1837.5

        4468.7

        94% Al

        + 6%

        Gr

        2A

        225

        1287.5

        3706.2

        2D

        226.2

        1862.5

        4906.2

        91% Al

        + 9%

        Gr

        3A

        243.7

        1525

        4237.5

        3D

        875

        1115

        TABLE 2 . EXPERIMENTED GRAPH VALUES OF SPECIMENS

        Modal Damping is calculated by

        (1-2) ÷2 (1)

        Where is natural frequency and 1 ,2 are -3dB reduced frequencies to the natural frequency. In the fig 10 for each specimen of each natural frequency -3db of spectrum band values are marked and generated the graph. For specimen Al 12mm bar is shown from fig 10 and same has captured and tabulated values.

        Fig 10.Spectrum band showing , 1 and 2 0A

        The spectrum bands like fig 10.are used to calculate modal damping from equation (1) and are given below in the following tables with particular specimen.

        TABLE 3. MODAL DAMPING OF 0A

        Mode No

        (Hz)

        1(Hz)

        2(Hz)

        Modal

        damping

        1

        120

        105

        135

        0.125

        2

        940

        925

        955

        0.0312

        3

        3000

        2985

        3015

        0.005

        TABLE 4. MODAL DAMPING OF 0D

        Mode No

        (Hz)

        1(Hz)

        2(Hz)

        Modal

        damping

        1

        225

        206

        243

        0.0822/p>

        2

        1539

        1512

        1550

        0.0124

        3

        3931

        3912

        3950

        0.0048

        TABLE 5. MODAL DAMPING OF 1A

        Mode No

        (Hz)

        1(Hz)

        2(Hz)

        Modal

        damping

        1

        243

        225

        262

        0.0761

        2

        1287

        1268

        1306

        0.0147

        3

        3643

        3625

        3662

        0.0057

        TABLE 6. MODAL DAMPING OF 1D

        Mode No

        (Hz)

        1(Hz)

        2(Hz)

        Modal damping

        31

        2464268

        244350

        2484187

        0.0702451

        2

        1837

        1818

        1856

        0.0103

        TABLE 7. MODAL DAMPING OF 2A

        Mode No

        (Hz)

        1(Hz)

        2(Hz)

        Modal

        damping

        1

        225

        206

        243

        0.0822

        2

        1287

        1268

        1306

        0.0147

        3

        3706

        3687

        3725

        0.0051

        TABLE 8. MODAL DAMPING OF 2D

        Mode No

        (Hz)

        1(Hz)

        2(Hz)

        Modal

        damping

        1

        256

        237

        275

        0.0742

        2

        1862

        1843

        1881

        0.0102

        3

        4906

        4887

        4925

        0.0038

        TABLE 9. MODAL DAMPING OF 3A

        Mode No

        (Hz)

        1(Hz)

        2(Hz)

        Modal

        damping

        1

        243

        225

        262

        0.0761

        2

        1525

        1506

        1543

        0.0121

        3

        4237

        4218

        4256

        0.0044

        TABLE 10. MODAL DAMPING OF 3D

        Mode No

        (Hz)

        1(Hz)

        2(Hz)

        Modal

        damping

        1

        875

        800

        950

        0.0857

        2

        1125

        1107

        1122

        0.0067

        Above table values observed and concluded that, damping decreases as natural frequency range increases for entire test specimens. Also modal damping decreases with increase in percentage of graphite.

      3. Modal analysis using FEM

        FEM involves three stages of activity:

        • Preprocessing,

        • Processing and

        • Post processing.

      In this study, finite element analysis is conducted using ANSYS 11 software. To model the composite SOLID 45 element is used. The element is defined by eight nodes having three degrees of freedom at each node. Degrees of freedom are UX, UY, UZ. Material properties are EX, EY, EZ, PRXY,PRYZ, PRXZ.

      The FEM model is built and modal analysis is carried out different mode shapes are listed

      TABLE 11 .SIMULATED MODAL RESULTS

      Grade

      Specimen code

      Natural frequency (Hz)

      Mode numbers

      1

      2

      3

      100%

      Al

      0A

      190

      1178

      3219

      0D

      228

      1404

      3824

      97%

      Al + 3% Gr

      1A

      205.94

      1278

      3452

      1D

      256.3

      1579

      4298

      94%

      Al + 6% Gr

      2A

      222.46

      1379

      3796

      2D

      278.99

      1718

      4679

      91%

      Al + 9% Gr

      3A

      241.04

      1493

      4108

      3D

      772.30

      1485

      5012

      Some of mode shapes at natural frequencies are

      Fig 11. Mode shape at =1178Hz of 0A

      Fig 12. Mode shape at =1404Hz of 0D

      Determination of damping through logarithmic decrement by determining time step

      Time step, T= 1/20f (2)

      Where T-Time, f- Frequency of highest mode. Is calculated for each and decrement is natural log of the amplitudes of any two successive peaks given by

      (3)

      Where x0 is the greater of the two amplitudes and xn is the amplitude of a peak n periods away.

      The damping ratio is then found from the logarithmic decrement

      (4)

      Where is the Damping ratio 1.For Al

      X1=600 X4=50 n=4

      =(1/4) ln(X1/X4) and

      The calculated value is =0.62, =0.098

      1. For Al 3%Gr

        X1=2500 X4=1000 n=4

        =(1/4) ln(X1/X4) and

        The calculated value is =0.22, =0.036

      2. For Al 6%Gr

        X1=2750 X6=480 n=6

        =(1/6) ln(X1/X6) and

        The calculated value is =0.29, =0.046

      3. For Al-9%Gr X1=600 X4=200 n=5

      =(1/5)1n(X1/X5) and

      The calculated value is = 0.21, =0.033

      All the three test specimens have < 1. Therefore Al, Al 3%Gr, Al 6%Gr and Al-9%Gr are said to be underdamped systems.

      An underdamped response is one that oscillates within a decaying envelope. The more underdamped the system, the more oscillations and longer it takes to reach steady-state.

      IV RESULT

      Comparison of Experimental and FEA Results

      The data collected from both experimental and FEM analyses are shown in table below.

      TABLE 12 COMPARISION B/W EXPERIMENTAL AND FEM RESULTS OF 0A & OD

      Specimen

      name

      Mode

      No

      Experimental

      values

      Ansys

      results

      %

      Deviation

      0A

      1

      120

      190

      18.28

      2

      940

      1178

      20.20

      3

      3000

      3219

      6.80

      0D

      1

      225

      228

      1.31

      2

      1531.2

      1404

      8.30

      3

      3931.2

      3824

      2.70

      TABLE 13 COMPARISION B/W EXPERIMENTAL AND FEM RESULTS OF 1A & 1D

      Specimen

      name

      Mode

      No

      Experimental

      values

      Ansys

      results

      %

      Deviation

      1A

      1

      243.7

      205.94

      15.15

      2

      1287.5

      1278

      0.23

      3

      3643

      3452

      5.24

      1D

      1

      262.5

      256.3

      2.36

      2

      1837.5

      1579

      14.06

      3

      4468.7

      4298

      3.81

      Specimen

      name

      Mode

      No

      Experimental

      values

      Ansys

      results

      %

      Deviation

      2A

      1

      225

      222.46

      1.15

      2

      1287.5

      1379

      6.63

      3

      3706.2

      3796

      2.36

      2D

      1

      256.2

      278.99

      8.13

      2

      1862.5

      1718

      7.7

      3

      3706.2

      4679

      4.63

      TABLE 14 COMPARISION B/W EXPERIMENTAL AND FEM RESULTS OF 2A & 2D

      TABLE 15 COMPARISION B/W EXPERIMENTAL AND FEM RESULTS OF 3A & 3D

      Specimen

      name

      Mode

      No

      Experimental

      values

      Ansys

      results

      %

      Deviation

      3A

      1

      243.7

      2441.

      1.15

      2

      1525

      1493

      6.63

      3

      423705

      4108

      2.36

      3D

      1

      875

      777

      8.13

      2

      1125

      1485

      7.7

      V. DISCUSSION

      The results obtained by experimental and analytical methods agree with each other with a deviation of about an average 4.5% for 0A specimen, 4.10% for 0D. 6.87% for 1A specimen, 6.74% for 1D specimen.3.38% 2A specimen, 6.82% 3A specimen. 2.07% for 3A and 3D specimen 11.3% deviation. There is a good correlation between analytical and experimental values of the modal analysis. Where increase in percentage of graphite leads to increase in natural frequency.

      1. CONCLUSION

        • The Analytical and Experimental Modal Analysis of the Al-Gr alloy is done successfully by using ANSYS and FFT Analyzer respectively. Even though the number of modes obtained through Experimental Modal Analysis is less than that in Analytical Modal Analysis, the experimental results backup the analytical results.

        • The results obtained by both the methods agree with each other with a deviation of about 1% 20%. There is a good correlation between analytical and experimental values of the modal analysis

        • Density of the Al-Gr alloy decreases with increase in Graphite content.

        • From the experiment it is found that, damping decreases as natural frequency range increases of Al Gr test specimens.

        • From the transient analysis it is clear that Al-Gr alloy is underdamped system.

        • The damping factor is 0.098, 0.036, 0.046 and 0.033 for Al-6061 Al-3%Gr, Al-6%Gr, and Al-9%Gr respectively.

        • The Al-Gr base plates or coolers makes them compatible with ceramic substances, for power applications .The parts stand out due to their low density which is role good standard in weight sensitive applications in traction and transportation.

        • Al-gr parts are predestined for heat spreading application as their high lateral thermal conductivity efficiently removes heat from hotspots.

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  1. Wei-Xin Ren1; Tong Zhao2; and Issam E. Harik, M.ASCE3 Experimental and Analytical Modal Analysis of Steel Arch Bridge [10.1061/~ASCE [0733-9445~2004]130:7~1022]

  2. Roger M. Crane(David Taylor Research Center, Code 2802, Annapolis, Maryland 21402, USA)John W. Gillespie Jr.(Center for Composite Materials, Department ofMechanical Engineering and Materials Science Program, University of Delaware, Newark, Delaware 19716, USA,1989)

  3. Gupta, N., Satyanarayana, K.G. and Materials, C. (2006) Symposium Review: Solidification Processing of MMCs. Journal of Materials Science, 58, 91-93

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