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Small Debris Impact Simulation with MSC.Dytran Part II

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Title: Small Debris Impact Simulation with MSC.Dytran Part II


1
Small Debris Impact Simulation with MSC.Dytran
Part II
  • Klaus O. Schwarzmeier,
  • Carlos E. Chaves, Franco Olmi
  • Embraer S/A
  • André de Jesus, Eduardo Araújo, Paul Buis
  • MSC.Software Corporation

2
Presentation Contents
  • Introduction
  • Background
  • Strain Rate
  • Sphere Flexibility
  • Failure Model
  • Plate x Solid Model
  • General Conclusions

3
Introduction
  • Embraer Empresa Brasileira de Aeronáutica S.A.
  • It is one of the worlds leading designer and
    manufacturer of aircraft for regional
    airlines,defense and corporate use
  • Founded in 1969
  • Based in São José dos Campos, 50 miles from São
    Paulo - Brazil
  • Plant area 2.51 million sq.ft
  • More than 5,300 aircraft producedand sold in
    over 30 years

4
Introduction
  • Embraer Empresa Brasileira de Aeronáutica S.A.

5
Background
  • Previous work (MSC Aerospace 1999)
  • Steel spheres impacting Al-2024-T3 panels with
    1.6 and 3.2 mm thickness
  • Experimental results compared with numerical
    results from dynamic analysis with MSC.Dytran

6
Background
  • MSC.Dytran Models Characteristics
  • Lagrangian shell elements (CQUAD4)
  • Impacting sphere initially simulated as a rigid
    ellipsoid.
  • Constitutive model Johnson-Cook (YLDJC)
  • Failure model element maximum plastic strain
    failure (FAILMPS)
  • Material properties obtained from MSC.Mvision
    database
  • Previous analysis all parameters in the
    Johnson-Cook relation as well as the value of
    FAILMPS assumed as constants

7
Background
  • Discrepancy between
  • analytical and
  • experimental results
  • (sphere velocities)
  • from the previous work
  • is shown in the figure
  • This work Influence of parameters used as input
    for the constitutive equation and failure model,
    as well as the modeling characteristics, will be
    addressed
  • Parameters assumed as material constants in the
    previous work (regardless of the dynamic
    condition) will be analyzed in detail

8
Strain Rate
  • Assuming that actual material stress-strain
    behavior could differ significantly from the data
    available, a sensitivity analysis for the strain
    rate parameter C was carried out
  • Results for 1.6 mm thickness plate shown in the
    figure
  • Value of C available in the MSC.Mvision database
    is 0.015

9
Strain Rate
  • In order to have close agreement with the
    experimental results for the range of velocities
    analysed, C value of must change more than one
    order
  • Conversely, small changes in C will imply in
    small changes in the final velocity
  • CONCLUSION strain rate parameter does not exert
    a major influence in analysis results

Sphere Flexibility
  • Influence of the sphere flexibility and friction
    between sphere and plate considered
  • Small reduction in the final velocity due to
    friction observed
  • This trend seems to be correct only when initial
    velocities are smaller

CONCLUSION sphere flexibility and friction
between sphere and plate do not explain the
discrepancies between analytical and experimental
results
10
Failure Model
  • Present results showed that the failure
    parameter (FAILMPS) plays a key role in
    numerical analysis
  • Starting with FAILMPS 0.18 (static result for
    Al 2024-T3), a series of analyses with varying
    values for this parameter were carried out
  • Results of these analyses for both plates shown
    in figures below

11
Failure Model
  • CONCLUSIONS
  • 1. Value of FAILMPS
  • Previous work FAILMPS assumed as fixed and
    equals to 0.18
  • FAILMPS may change significantly, according to
    the impact velocity and plate thickness
    (geometry)
  • This work failure index changes, and can be
    significantly higher than the one obtained from
    static tests
  • MSC.Mvision database failure index FAILMPS
    0.5 supplied for Al 2024-T3
  • This may correspond to some specific dynamic
    condition, but will not necessarily cover the
    impact conditions evaluated in this work

12
Failure Model
  • CONCLUSIONS (cont.)
  • 2. Stress Triaxiality
  • Sphere penetrating in a plate stress state is
    clearly bi-axial
  • It is apparent that a failure parameter based on
    the effective plastic strain may not be suitable
    for the dynamic conditions analyzed
  • Desirable to find a correlation between some
    triaxiality parameter and the strain rate, such
    that a more adequate failure model can be
    implemented (for example, by means of an external
    subroutine in MSC.Dytran)
  • 3. Failure Modes
  • According to the plate thickness, two distinct
    failure modes observed
  • These failure mechanisms are associated to the
    triaxial strain state due to plate thickness, and
    can be interpreted only by means of a more
    appropriate failure criterion

13
Failure Model
  • LEFT impact energy 750 J, thickness 1.6 mm
  • bulge formation and tearing (petaling)
  • RIGHT impact energy 1500 J, thickness 3.2
    mm
  • precipitated plug formation, followed by a plug
    removal

14
Solid x Plate Model
  • Possibility to run the analysis with solid
    elements also investigated.
  • CHEXA elements along the thickness direction.
  • Plate with thickness 1.6 mm modeled with 12
    layers
  • Plate with thickness 3.2 mm modeled with 24
    layers
  • Material properties same as in the previous
    work, C0.015, FAILMPS 0.18

15
Solid x Plate Model
  • In general, plots show decrease in final
    velocity for model with solid elements,
    expressing some ability of solid elements to
    absorb energy during the impact (or to take into
    account the strain variations along the plate
    thickness direction)
  • This trend is opposite to the experimental
    results for the 3.2 mm thickness plate
  • CONCLUSION solid elements do not to reproduce
    appropriately experimental results when compared
    to the shell elements
  • Computational effort in a NT workstation with
    512 Mb of RAM memory and one processor, models
    with shell elements typically run in about 20
    minutes, while models with solid elements last
    about 20 hours
  • Obviously 2D model is much more economic and
    should always be used when there are time or CPU
    constraints

16
General Conclusions
  • PRESENT STUDY brings some important concepts
    that were not taken into account previously
  • Influence of the parameters of material
    constitutive equation is not relevant when
    compared to the failure index (FAILMPS)
  • Sphere flexibility and friction also do not
    imply in significant losses of energy
  • Failure index (FAILMPS) can change considerably
    according to strain rate, and values higher than
    the one obtained by static tests can be
    considered
  • Failure mechanism quite complex, and a
    parameter based on an equivalent plastic strain
    will not describe this mechanism completely.
    There are also stress triaxiality issues that
    must be considered. The complete understanding of
    this parameter requires further studies
  • Solid elements do not result in a major
    improvement in the analysis results, but imply
    in a significant increase in the CPU time for the
    analysis
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