Modal Analysis of Exhaust System to Optimize Mounting Hanger Location

DOI : 10.17577/IJERTV4IS030050

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Modal Analysis of Exhaust System to Optimize Mounting Hanger Location

Chetan D. Gaonkar

Assistant Professor, Mechanical Engineering Dpt., DBCE, Margao, Goa

Abstract An exhaust system with a superior performance becomes unserviceable if its durability is insufficient, for example, due to excessive level vibrations. This excessive level of vibration caused by various excitation forces from engine and road surfaces are transferred on to the exhaust hangers which plays a vital role in clamping the exhaust systems in proper place, thus damaging the hangers much before its service life. Hence it becomes obligatory for NVH engineers to optimize the hanger location so that it undergoes minimum damage, thus increasing its durability. This paper presents a modal analysis approach for optimizing the hanger location using FEA and comparing the results with experimental modal analysis. For FEA technique, Hypermesh was used as a pre and post processor whereas Nastran was used as a solver. The methodology adopted here was to determine node and antinode points on the exhaust system so that the mounting hangers can be shifted to node points. Hence after the identification of critical frequencies, its mode shapes were analyzed to identify optimum hanger location. Further the results were compared by performing experimental modal analysis using LMS Data Acquisition System.

Keywords NVH; Exhaust system; Modal Analysis; Natural Frequency; Mode Shape; MAC Diagram

  1. INTRODUCTION

    Exhaust systems are subjected to many dynamic input loads, the most important one coming from the engine and road surface. The induced vibrations are spread along the exhaust system, and forces are transmitted to the car body through the attached points, mainly holding hangers. Due to this, these holding hangers undergoes maximum damage. To tackle this problem, a NVH engineer can use modal analysis technique. Modal analysis has turned into a real option to give an accommodating commitment in understanding control of numerous vibration phenomena which are experienced in everyday practice. Deciding the nature and degree of vibration response levels and confirming theoretical models and prediction are both significant targets that can be accomplished with experimental modal testing.

  2. FEA TECHNIQUE

    First, a FEA technique was used to perform modal analysis. In this approach, starting from the structural geometry, the boundary conditions and material characteristics

    i.e. mass, stiffness and damping distribution of the structure is expressed in terms of respective matrices. Theses contain sufficient information to determine the system modal

    parameters. Nowadays advanced software packages such as Hypermesh and Nastran are available.

    Hypermesh is a general purpose finite element modelling package whereas NASTRAN for numerically solving a wide variety of mechanical problems. These problems include: Static/Dynamic Structural Analysis (both linear and nonlinear), Heat Transfer and Fluid Problems, as well as Acoustic and Electro-Magnetic problems. The combination of these two software packages is effectively used for solving modal analysis problem in this work.

    1. Description of the elements used

      Shells are essentially 2-D elements that represent 3-D space, thus the term 2.5-D is also used. Shells are excellent elements for thin 3-D structures, such as body panels, sheet metal, injection moulded plastic or any part that can be described as having a thickness that is small relative to its global dimensions. Deflections are given at the nodes, but stresses can be found at the upper and lower surfaces as well as at the midplane. This gives the analyst the ability to extract membrane effects versus bending effects in the results.

      The welds and bolted connections are simulated using rigid and Beam elements respectively. Outer surface of the muffler was meshed with shell elements of appropriate thickness. Suitable material properties were assigned to the shell elements of outer surface of muffler to match the mass of the muffler. Flex pipe is modelled with CBUSH element and its mass is represented by point mass. Contact between straps and muffler is modelled with CBUSH elements. In order to account for the weight of glass wool and other substrate materials, NSM (Non Structural Mass) element was used.

    2. Boundary Conditions

      Much attention is required in specifying boundary conditions. Improper specification of the boundary conditions may cause various problems. In this case to extract all natural frequency at the system level, free-free boundary condition is used. Fig. 1 shows boundary conditions for a conventional exhaust.

    3. Material Properties

      The material properties such as Youngs Modulus, poisons ratio and density are required as an input values for performing modal analysis. For the flex pipe present in the system, the stiffness values in X, Y and Z directions are also required. The mechanical properties of the constituents of

      these considered exhaust systems are listed in Table I. and the stiffness values of flex pipe are listed in Table II.

      Fig. 1. Free-free boundary condition for conventional exhaust system

      TABLE I. MATERIAL PROPERTIES OF EXHAUST SYSTEM

      Material Properties

      Conventional exhaust system

      Material and Grade

      IS 3074 ERW 1

      Young's Modulus

      210000 N/mm2

      Poisson's Ratio

      0.29

      Density

      7.8 X 10-9 T /mm3

      Yield Strength

      240 Mpa

      TABLE II. STIFNESS VALUE OF FLEX PIPE

      Direction

      Stiffness value (N/mm)

      In Compression (Kx)

      50

      In extension (Ky)

      50

      In free bending (Kz)

      107.91

    4. Assumptions

      1. Holes on tubes in internal parts of muffler are not considered.

      2. Heat shields are not considered.

      3. The analysis is carried out for free-free condition.

      4. Glass wool and other substrate materials are modelled with NSM

    5. Procedure for Mode Extraction

    The middle surfaces are extracted from the geometry. The surfaces are meshed with shell elements. The welds and bolted connections are simulated using rigid and Beam elements respectively. Outer layer of the muffler has been meshed and has been assigned with suitable material density to match the actual weight of the muffler. The meshed model is then checked for quality checks such as wrap angle, aspect ratio, jacobian etc. By giving required loading conditions and choosing desired output, this FE model is submitted to solver (MSC Nastran) for extracting modal frequencies and mode shapes. Modal frequencies obtained are listed in Table III.

    TABLE III. MODAL FREQUENCIES OBTAINED

    Mode No.

    Frequency

    Mode 1

    12.7

    Mode 2

    22.4

    Mode 3

    26.1

    Mode 4

    37.9

    Mode 5

    40.9

    Mode 6

    44.3

    Mode 7

    66.1

    Mode 8

    71.6

    Mode 9

    83.6

    Mde 10

    88.8

    Mode shapes of Conventional Exhaust System at few critical frequencies are shown in Fig. 2, Fig. 3 and Fig. 4

    Fig. 2. 1st Mode of conventional exhaust system

    Fig. 3. 2nd Mode of conventional exhaust system

    Fig. 4. 6th Mode of conventional exhaust system

  3. PRE TEST

    In order to take measurements on physical structures, the modal information of preliminary Finite Element (FE) model is used to define the optimal measurement set-up for physical testing. In modal test setup, measuring points where accelerometer will be placed and excitation points are identified. LMS Virtual.Lab Correlation provides tools to carry out this pre-test analysis.

    The objective is:

    • To excite the structure at the right Degrees of Freedom (DOFs) as to excite the structures dynamics (modes) as good as possible.

    • To measure the vibrations at the right DOFs to capture the requested real-life structural dynamic information.

    Following are the steps involved in pre-test.

    1. Import and visualization of FE modal data

      The first step consists importing an FE model, including mode shapes, and visualizing the modes of the structure. The imported model is first investigated for displacement mode shapes. This will provide information on where to put the measurement points. Fig. 5 shows the imported FE model of conventional exhaust system on which geometry is created.

      Fig. 5. A test wireframe for conventional exhaust system

    2. Creation of the Test Geometry

      The nodes of the wireframe, which will contain the measuring points of structure, need to capture the relevant mode shapes of the FE model. If the wireframe has poor spatial resolution, it cannot distinguish between different mode shapes, typically in the higher frequency range. The goal is to capture all relevant modal information, with a limited set of measuring points. This reduces test effort, cost and time. Typically, start off with a somewhat coarse wireframe. After having carried out a first pre-test analysis, the points can be easily added and/or moved until good pre- test result is obtained. LMS Virtual.Lab Correlation provides the tools to create the wireframe interactively and productively.

    3. Evaluation and Refinement of the Test Geometry

    To evaluate if the set of measuring DOFs is capable of distinguishing between all relevant mode shapes, the MAC (Modal Assurance Criterion) is used. It provides a quantitative measure to express how well/poor the mode shapes of two different mode sets are correlating. This guarantees that, if FRFs are measured in a physical test in these DOFs (as response DOFs), the test data will contain enough information to estimate all mode shapes and clearly distinguish between them. Fig. 6 shows MAC diagram for Conventional Exhaust System.

    Once the evaluation and refinement of the wireframe model is completed, the points used to create wireframe can be used as locations for mounting accelerometer in experimental modal analysis. In this case, 43 points were used to create wireframe which are listed in Table IV.

    Points

    Node Id

    Coordinates

    X

    Y

    Z

    1

    38906

    2171.862

    -179.502

    -599.702

    2

    39356

    2182.011

    24.4384

    -674.164

    3

    39415

    2172.206

    -156.479

    -434.396

    4

    39673

    2180.332

    207.4181

    -599.519

    5

    39721

    2171.609

    29.8922

    -379.206

    6

    39896

    2158.239

    222.512

    -472.94

    7

    40942

    1623.007

    -181.517

    -597.624

    8

    41399

    1647.988

    211.5442

    -595.11

    9

    41447

    1647.982

    45.3584

    -380.484

    10

    42602

    1894.445

    -175.279

    -603.707

    11

    43715

    1902.955

    19.7621

    -674.298

    12

    43917

    1860.403

    -156.998

    -434.777

    13

    46261

    1911.466

    211.5543

    -595.098

    14

    46314

    1868.914

    45.3136

    -380.479

    15

    46912

    1868.914

    221.766

    -471.725

    16

    47952

    1605.402

    11.1579

    -674.345

    17

    47993

    1596.55

    -156.805

    -434.635

    18

    48282

    1596.342

    217.2566

    -465.084

    19

    48477

    2188.748

    197.4347

    -601.146

    20

    48797

    2188.75

    -171.074

    -589.634

    21

    49124

    2198.759

    68.4494

    -499.644

    22

    49346

    2194.703

    -96.2882

    -554.314

    23

    49364

    2200.053

    -18.3106

    -504.213

    24

    49774

    2193.564

    140.5062

    -549.384

    25

    50127

    1570.736

    -23.9196

    -568.446

    26

    50199

    1573.622

    84.9391

    -582.652

    27

    50266

    1580.75

    207.7272

    -474.223

    28

    50395

    1580.75

    -147.04

    -443.314

    29

    50679

    1576.531

    151.975

    -531.826

    30

    50931

    1574.042

    -91.8684

    -513.714

    31

    51698

    2339.058

    50.0374

    -442.304

    32

    54671

    3120.539

    45.6596

    -431.438

    33

    57548

    4176.326

    46.4321

    -432.784

    34

    58168

    3736.425

    38.8433

    -423.137

    35

    59919

    4990.747

    243.4751

    -617.75

    36

    61831

    5055.413

    970.9751

    -680.527

    37

    62108

    1531.084

    55.7097

    -590.484

    38

    63975

    884.929

    56.6156

    -497.677

    39

    66068

    357.027

    45.934

    -434.001

    40

    66571

    102.057

    49.8433

    -421.743

    41

    102078

    108.824

    29.7582

    0

    42

    102085

    0

    0

    0

    43

    102623

    57.253

    50.7631

    -103.51

    TABLE IV. COORDINATES TO LOCATE ACCELEROMETER ON CONVENTIONAL EXHAUST SYSTEM

    Fig. 6. MAC diagram for Conventional Exhaust System

  4. EXPERIMENTAL MODAL ANALYSIS

    The experimental approach starts from the measurement of dynamic input forces and output response of the structure of interest. These measurements are often transformed into frequency response functions. They can be expressed in terms of modal parameters. The FFT analyzer is a batch processing device i.e. in samples the input signal for specific time interval collecting the sample in a buffer, after which it performs the FFT. A calculation on that batch and displays the resulting spectrum. The FFT analyzer used for this experiment is of LMS Test.Lab 12A.

    1. Test Procedure

      Using the accelerometer mounting locations from Table IV, wireframe geometry was created using LMS Test Lab. Fig. 7 shows the wireframe geometry for Conventional Exhaust System.

      Fig. 7. Wireframe geometry for Conventional Exhaust System

      For preparing the structure to perform experimental modal analysis, the exhaust systems are supported using bungee cords in order to simulate the free-free boundary condition which is shown in Fig. 8. All the points where accelerometers are to be mounted were marked with the help of measuring tape and marker. Also based on the structure, the exciting points are located and marked.

      Hanging Point

      Fig. 8. Free-free hanging of Conventional Exhaust System

      The excitation points are generally chosen with comparatively higher stiffness so as to excite whole structure. Fig. 9 shows the selected excitation point for this exhaust system.

      On muffler in Y direction On muffler in Z direction On front pipe in X direction On muffler in Z direction

      On First Pipe in Z direction On muffler in X direction

      Fig. 9. Excitation points for Conventional Exhaust System

      For acquiring the data some initial setup like channel set up, impact scope, trigger and windowing are done in LMS Data Acquisition System. After this initial setup the data is acquired through various accelerometers for different hitting locations. Once the data is acquired, it is post processed using LMS Test.Lab.

    2. Post Processing

    Post processing refers to activities that are involved after the completion of experimental modal analysis to extract results from the test. These include plotting the frequency response curves, coherence graphs, identifying the modes and extracting modal frequencies and shape.

    1. FRF curve to obtain Model Frequency

      Fig. 10 shows the summed FRF for Conventional Exhaust System. The summed FRF is a summation of FRF of all the points considered on the structure. The peak in sum FRF indicates the mode at particular frequency. The series of s in red color indicates that the mode is stable. The peaks with the stable mode denoted by s has to be accepted and one with the unstable mode has to be rejected. In this manner all the possible modes are selected which are displayed in left side of LMS Test.Lab window.

      Fig. 10. Summed FRF for Conventional Exhaust System

      Table V. shows the model frequencies obtained.

      TABLE V. EXPERIMENTAL MODEL FREQUENCIES

      Mode No.

      Frequency

      Mode 1

      11.069

      Mode 2

      22.786

      Mode 3

      25.355

      Mode 4

      31.843

      Mode 5

      39.155

      Mode 6

      47.753

      Mode 7

      64.809

      Mode 8

      112.606

    2. Modal Validation

      The Modal Assurance Criterion (MAC) is a statistical indicator that is most sensitive to large differences and relatively insensitive to small differences in the mode shapes. This yields a decent measurement marker and a level of consistency between mode shapes. The MAC considers just modal shapes which imply that a different frequency comparison must be utilized as a part of conjunction with the MAC qualities to focus the corresponded mode pairs.

      All the modes that were selected in the previous step are analyzed and validated. The undesirable ones are rejected after determining them from the MAC diagram. The modes which contribute to a greater extent (above 20%) on other mode are determined and rejected in the stabilization window. Fig. 11 shows the MAC diagram for Conventional Exhaust System.

      Fig. 11. MAC diagram for Conventional Exhaust System

    3. Mode Shapes

    After validating the modes in MAC, the mode shapes are extracted to visualize the behaviour of the structure. Mode shapes of Conventional Exhaust System at few critical frequencies are shown in Fig. 12, Fig. 13, and Fig. 14.

    Fig. 12. 1st Mode of conventional exhaust system

    Fig. 13. 2nd Mode of conventional exhaust system

    Fig. 14. 6th Mode of conventional exhaust system

  5. RESULTS AND DISCUSSION

    For the purpose of optimizing hanger location, modal analysis was performed. Table VI. shows the comparison of modal frequencies obtained for two exhaust systems using FEA and Experimental modal analysis approach.

    Mode No.

    Modal Frequency (Hz)

    FEA

    Experimental

    Mode 1

    12.7

    11.069

    Mode 2

    22.4

    22.786

    Mode 3

    26.1

    26.355

    Mode 4

    37.9

    31.843

    Mode 5

    40.9

    38.155

    Mode 6

    44.3

    47.753

    Mode 7

    66.1

    64.809

    Mode 8

    71.6

    ———-

    Mode 9

    83.6

    ———-

    Mode 10

    88.8

    112.606

    TABLE VI. COMPARISON OF MODEL FREQUENCIES

    1. Marginal variations between FEA and Experimental modal frequency values are observed. This is due to the assumptions considered while performing modal analysis through FEA.

    2. In mode shapes, nodal points are the point with minimum displacements from mean position and anti-nodal points are the points with maximum displacements from mean position. Nodal and anti-nodal points are identified in mode shape for location of mounting clamps. In Fig. 15, E1 and E2 are the existing locations for mounting clamps and P1 and P2 are the new proposed location for conventional exhaust system. Fig. 16 and Fig. 17 show the FRF comparison between existing and new proposed location. Prepare Your Paper Before Styling

    Fig. 15. Proposed mounting location for Conventional Exhaust System

    Fig. 16. FRF comparison of point E1 v/s P1

    The peak amplitude in the existing location (E1) has a magnitude of 1.74 (m/s2)/N at 64.91Hz whereas the magnitude of amplitude at 64.91Hz in proposed location (P1) is 0.56 (m/s2)/N.

    % Reduction in amplitude = 100 – (0.56/1.74)*100

    = 67.82%

    Fig. 17. FRF comparison of point E2 v/s P2

    The peak amplitude in the existing location (E2) has a magnitude of 1.38 (m/s2)/N at 64.91Hz whereas the magnitude of amplitude at 64.91Hz in proposed location (P2) is 0.68 (m/s2)/N.

    % Reduction in amplitude = 100 – (0.68/1.38)*100

    = 50.72%

    From the above comparisons it can be seen that amplitudes of FRFs at a point of current locations are high. Ample amount of percentage reduction in the amplitudes is observed in case of proposed location. Thus durability of mounting brackets can be improved by shifting them to new proposed location.

  6. CONCLUSION

The purpose of this work was to optimize the hanger location using FEA technique and comparing the results with experimental modal analysis. For this purpose modal analysis was performed. New locations for mounting clamps have been suggested to increase its durability by shifting it to nodal locations. Obtained % reductions in amplitude of FRF in case of new proposed mounting location are 67.82% and 50.72%. Fatigue Life calculation can be done for new proposed mounting location to check the actual increased life and durability of the mounting clamps.

REFERENCES

  1. Peter Avitabile, Experimental Modal Analysis: A Simple Non- Mathematical Presentation, University of Massachusetts Lowell, Lowell, Massachusetts.

  2. S. S. Rao, Mechanical Vibrations: 2011, 2004 Pearson Education, Inc.

  3. Møller N., Gade S., Operational Modal Analysis on an Exhaust System, Brüel & Kjaer A/S, Denmark

  4. Mr. N. Vasconcellos, Mr. F. dos Anjos and Mr. M. Argentino, Structural Analysis of an Exhaust System for Heavy Trucks, debis humaitá IT Services Latin America, Brazil

  5. Jim Lally; Accelerometer selection consideration

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