The Strength of Cometary Surface Material: Relevance of Deep Impact Results for Future Comet Mission - PowerPoint PPT Presentation

1 / 20
About This Presentation
Title:

The Strength of Cometary Surface Material: Relevance of Deep Impact Results for Future Comet Mission

Description:

Weakest lunar regolith (Apollo) 11-93. 0.6 - 6. Snow (Wong, 1999) ... Experiments (dropping 10cm-discs into Regolith-analogue material with very low c ... – PowerPoint PPT presentation

Number of Views:94
Avg rating:3.0/5.0
Slides: 21
Provided by: jensb4
Category:

less

Transcript and Presenter's Notes

Title: The Strength of Cometary Surface Material: Relevance of Deep Impact Results for Future Comet Mission


1
The Strength of Cometary Surface Material
Relevance of Deep Impact Results for Future Comet
Missions
  • J. Biele1, S. Ulamec1, L. Richter1, E. Kührt2,
    J. Knollenberg2, D. Möhlmann2
  • 1 DLR, Institute for Space Simulation /
    Cologne, Germany
  • 2 DLR Institute for Planetary Research, Berlin,
    Germany

Background Image Comet P/Churyumov-Gerasimenko
22.3.2003 by Herman Mikuz / Crni Vrh Observatory
2
Abstract
  • In the view of the ongoing Rosetta Mission, which
    was launched in March 2004 and will arrive at the
    target comet, 67P/Churyumov-Gerasimenko in 2014,
    where a Lander is going to be delivered, the
    results of the Deep Impact Mission (in particular
    regarding comet surface properties) have been
    acknowledged with highest interest.
  • Analysis of the velocity of dust ejecta after the
    impact indicates very soft surface material of
    comet Tempel 1 with strength of only 65 Pa
    (AHearn, M.F. et al., Deep Impact Excavating
    Comet Tempel 1, Science 310, 258-264, 14 Oct.
    2005).
  • We will critically discuss this result and
    estimate the real compressive strength of
    cometary surface materials. Modelling the
    touchdown of PHILAE (the ROSETTA Lander) results
    in a maximum depth of the order of 20 cm.
    Experimental studies are being prepared to
    investigate low velocity penetration of blunt
    bodies into dust-rich, fluffy comet analogue
    materials.

3
Motivation
  • Initial interpretations of DI mission results
    have inferred an extremely low (lt65 Pa) (shear)
    strength of comet Tempel 1 surface material
  • Questions were raised (bad news?) whether a
    comet lander (e.g. Rosettas Philae) could
    land/dock and stay on such weak material

4
Which strength?
  • Values discussed in context with Deep Impact
    refer to shear strength ? cohesion tensile
    strength
  • During impacts, due to very high strain rates,
    the dynamic strength is usually higher than the
    (quasi-)static strength
  • In the case of soft landing (v ? 1 m/s, typical
    area 500 cm2, actually more a docking maneuvre)
    compressive strength is the relevant parameter
    It is typically at least one order of magnitude
    higher than tensile strength!

5
Data about strength, I
  • Comets
  • Break-up of SL-9 before its impact into Jupiter
    an upper limit of the tensile strength on km
    scales was derived to 100 Pa (essentially
    strengthless). Tidal disruption of comets
    indicate low global tensile strengths in the
    order of 100 - 1000 Pa. N.B. strength derived
    from comet splittings is NOT the relevant
    strength for Deep Impact because strength is a
    scale-dependent phenomenon (see below) (at least
    if the target is not homogeneous on all scales
    and contains flaws of different sizes) and,
    therefore, we need estimates of the strength of
    porous ices or ice/dust mixtures on meter scales.
  • Images by Stardust from comet Wild-2 cometary
    surface must have a finite strength to support
    the observed topographic features because of the
    small gravity, some 10 Pa might suffice (Belton
    2004).
  • Comets probably have surface crusts (of the order
    of 1 dm) of a stronger material than the
    underlying matrix (KOSI experiments!). Can DI
    differentiate between them?
  • Another source of information about possible
    strength values of cometary surfaces on dm-m
    scales stems from the analysis of meteoroids
    associated with certain comets which enter the
    earth atmosphere at high speeds and finally
    break-up and create a light flash. Wetherill
    (1982) gives values for tensile strengths of
    these fireballs ranging from 1 kPa to 1 MPa.

6
Data about strength, II
  • Laboratory measurements
  • Snow small scale (cm) shear strength in the
    relevant density range of 300-500 kg m-3 is of
    the order of 10 -100 kPa. Petrovic, 2002 and
    Mellor, 1975. Tensile strength is nearly
    independent on temperature, while compressive
    strength shows a remarkable increase with
    decreasing temperatures.
  • Simulating possible cometary analogue material
  • KOSI, Jessberger and Kotthaus (1989)
    small-scale compressive strength of porous
    mixtures of crystalline ice and dust between 30
    kPa and 1 MPa with increasing strength for an
    increasing dust fraction
  • Bar-Nun Laufer (2003) 20 kPa for their
    amorphous ice samples with a density of about 250
    kg m-3.

7
More about strength
  • Dynamic and quasi-static strength
  • The strength values given above are derived from
    quasi-static experiments whereas, in principle,
    the dynamic strength for high strain rates is the
    relevant measure for impacts. Although
    measurements of dynamic strengths are limited it
    is well known that the strength increases with
    strain-rate (Ai Ahrens, 2004) resulting in
    values about an order of magnitude higher (or
    even more) than the quasi-static strength for the
    same material. It is further interesting that
    this effect might be even stronger for porous
    materials (Stewart Ahrens, 1999)
  • Size dependence of the strength
  • Different theories indicate that the strength
    decreases with increasing size d according to
    d-q where the exponent q is between 0.5 (fractal
    aggregate with D2.5, Xu 2005) and 0.6 (Weibull
    theory, Petrovic 2002).

8
Perspective some of the weakest known materials
9
Estimates on tensile strength of cometary
material - conclusion
  • Theoretical tensile strength of powders (Van der
    Waals forces only) scale with 1/r (r is the
    particle radius) e.g., from Chokshi et al.
    (1993) Kührt and Keller (1994) derive a
    theoretical strength of 100 Pa and 100 kPa for
    grains of 1mm and 1µm, respectively. Sirono and
    Greenberg (2000) derive 300 Pa for the tensile
    and 6000 Pa for the compressive strength for a
    medium composed of ice grains linked into chains
    by intermolecular forces.
  • From the discussion above the conclusion can be
    drawn that the cometary surface on meter scales
    has a reasonable lower limit of the tensile
    strength of about 1 kPa whereas the probable
    upper limit can be taken as 100 kPa.
  • However, the space missions to comet nuclei since
    1986 have shown that no comet nucleus observed
    seems to resemble the next.. surprises
    are always possible!

10
Compressive strength
  • Theory of soil mechanics (failure of of geologic
    materials, e.g., Terzaghi 1954)
  • Cohesion is the static part in tensile/shear
    strength.
  • Dynamically, there is a friction part and the
    total shear strength can be written as
    Mohr-Coulombs law (equivalently, but more
    complex, by the Drucker-Prager criterion, see
    HolsappleMichel 2006)
  • with c cohesion and ? friction angle being
    material constants. These constants actually
    depend on the size of the bearing area and on the
    range of the normal force s
  • Now in bearing capacity theory, the following
    expression for the bearing strength (compressive
    strength for e.g. circular or square loads) of a
    soil (if gravity can be neglected) is given as

11
Complete expression for compressive strength
(bearing strength)
12
Bearing capacity factors
13
Low velocity penetration of blunt bodies into
fluffy (porous, granular) comet surfaces
  • working model vltltcsound breaking the
    compressive strength C and accumulation of
    material in front (snow shovel effect)
  • Experiments (dropping 10cm-discs into
    Regolith-analogue material with very low c lt 100
    Pa) started at DLR Cologne to verify the
    mechanical model.
  • For not too low C equivalent to the simple energy
    conservation equation,final depth v2m/2CA (v
    touchdown velocity m mass A projected frontal
    area)
  • Otherwise, by numerical integration of the
    equations of motion

14
DLR model penetration depth of Philae as a
function of compressive strength, C
Transitions feet only, feetlegs,
feetlegsbaseplate
C in Pa
Modelled penetration depths of Philae as a
function of compressive strength
15
Equations of motion
16
Experiments
  • Preliminary experiments have been conducted
    impact of flat steel cylinders (0.6, 1.2, 1.8 kg,
    10 cm diameter), 0.66-2.8 m/s into Mars analog
    soil (50 grounded olivine, 50 quartz sand,
    density 1400-1900 kg/m3, c?40 Pa, F ?25 from
    shear experiments on the surface predicted
    bearing capacity 2000 Pa for a few cm
    penetration)
  • From penetration depth, effective compressive
    strength in the 2-15 kPa range, increasing with v
    higher than anticipated (observed penetration y
    ? constlog(v0), anticipated y
    ?1/2v02/(tA/m-g))
  • Might be due to three effects
  • Influence of gravity and density (q and ? terms)
    surpass cohesion term in compressive strength
  • Compaction of deeper levels provide much higher c
    than the measured surface layer
  • Deviations of reality from standard model

17
Experiments cont.-
18
Strength derivation DI
  • The DI team calculated the (shear) strength s by
    the formula
  • The derivation of this formula is not clear to us
  • New evaluation (200 100) Pa same formula, times
    correction factors
  • The method used by the DI team to derive the
    shear strength at the surface of comet Tempel 1
    neglects acceleration by gases and is therefore
    not conclusive.
  • Simplified (1D-) gas dynamic dust/gas
    calculations J. Knollenberg, March 2006
    constrained by OSIRIS measurements of the gas
    mass and a dust distribution according to
    NewburnSpinrad (1985) show the acceleration of
    dust by gas is a significant factor also during
    the first minutes after the impact

19
Does DI give us a reliable value for the shear
strength?
  • By the impact shock itself (before the material
    is actually excavated!) , the material is
    stressed (fractured) and its tensile strength is,
    thus, modified. Therefore, the pristine material
    properties can most likely not be determined with
    the applied method. Besides, it appears to be
    extremely model-dependent to infer quasi-static
    properties from supersonic impacts.
  • Due to the impact a non-negligible amount of gas
    (H2O, CO2, CO) has been released from an extended
    source modifying the velocity distribution of the
    ejected dust particles. Thus, the detection of a
    minimum velocity of dust grains cannot be
    directly related to the material strength. The
    grains do not follow ballistic trajectories.
  • Holsapple and Housen (LPSC 2006) conclude that
    within the large uncertainties .., any strength
    between 0 and 12 kPa could furnish the amount of
    total mass estimated. So, either gravity or
    strength craters can be consistent with the
    observations.. Even with a strength of 12 kPa,
    the plume would be attached to the comet surface
    for all times after about the first 20 min ..
    The role of gas pressure is mentioned.

20
Dust acceleration due to gases
  • Simplified (1D-) gas dynamic dust/gas
    calculations J. Knollenberg, March 2006
    constrained by OSIRIS measurements of the gas
    mass and dust distribution according to
    NewburnSpinrad (1985) show
  • Dust velocities of 150 m/s are only possible if
    most particles have r lt 10µm and
  • the dominant dust acceleration takes place within
    the first 5-10 km above the nucleus, thus
  • the acceleration of dust by gas is a significant
    factor also during the first minutes after the
    impact

21
Comet strengths conclusion
  • We conclude that, unfortunately, neither DI nor
    other comet observations seem to provide yet firm
    data on the strength of cometary material.
  • It should be always kept in mind that different
    definitions of strength exist and that they
    depend on scale and strain rate

22
Philae Lander
  • Separation from the Orbiter
  • Descent (gravity)
  • Activation of cold gas system (optional)
  • Attitude control with flywheel
  • Soft landing
  • Fixation to ground

23
Consequences of extremely soft surface for Philae
  • Even a tensile strength as low as 50 Pa, which
    corresponds to a compressive strength (Nc of
    regolith is typically 15) in the order of 1 kPa
    would result in a penetration depth of the
    Rosetta Lander of only about 0.2m.
  • Since Rosettas target comet, Churyumov-Gerasimenk
    o, has a much higher mass than the initial target
    comet Wirtanen, landing Philae has become more
    demanding for hard soils
  • Actually, a softer comet surface will help Philae
    to land safely!

24
Conclusions
  • Results of DI do not really contradict with
    initial Engineering model, applied for Philae
  • We have great confidence in a succesful landing
    on Churyumov-G. if the comets surface properies
    are similar ti those of Temple !

25
References
  • AHearn, M.F. et al., Deep Impact Excavating
    Comet Tempel 1, Science 310, 258-264, 14 Oct.
    2005
  • Peplow, M. Comet reveals crumbly guts. Deep
    Impact results suggest Rosetta lander is in for a
    rough time. news_at_nature.com, published online, 8
    September 2005, doi 10.1038/news050905-15,
    http//www.nature.com/news/2005/050905/full/050905
    -15.html
  • Nolan, M.C. et al., Icarus 124, 359-371,1996
  • Küppers M. et al., Nature, 437, pp. 987-990, 13
    Oct 2005
  • Terzaghi, K. Theoretische Bodenmechanik.
    Springer, Berlin/Göttingen/New York, 1954
  • Craig, R.F. Craigs Soil mechanics, 7th ed.,
    Spon Press, London, New York, 2003
  • Meech, K. J. "Physical Properties of Comets",
    Asteroids, Comets, Meteors 96, Versailles,
    France, p. 6-19, 1996
  • Xu, Y., Mech. Res. Comm. 32, 209-220, 2005
  • Holsapple, K.A., Housen, K.R., Gravity or
    Strength? An Interpretation of the Deep Impact
    Experiment. Lunar and Planetary Science Conf.
    XXXVII, 2006, 1068
  • Kömle, N.I. et al., Penetrometry in the Solar
    System, Wien 2001
  • Mellor, M. A Review of Basic Snow Mechanics,
    Snow Mechanics Symposium Proceeding of the
    Grindelwald Symposium, Grindelwald, Bernese
    Oberland (Switzerland) April 1974 International
    Association of Hydrological Sciences Publication
    No. 114, p 251-291, 1975.
  • (Chokshi, A., A.G.G.M. Tielens, and D. Hollenbach
    1993. Astrophys. J. 407, 806-819)
  • Kührt and Keller, 1994. Icarus 109, 121-132.1994

26
(No Transcript)
Write a Comment
User Comments (0)
About PowerShow.com