Title: The Strength of Cometary Surface Material: Relevance of Deep Impact Results for Future Comet Mission
1The 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
2Abstract
- 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.
3Motivation
- 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 -
4Which 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!
5Data 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.
6Data 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.
7More 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).
8Perspective some of the weakest known materials
9Estimates 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!
10Compressive 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
11Complete expression for compressive strength
(bearing strength)
12Bearing capacity factors
13Low 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
14DLR 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
15Equations of motion
16Experiments
- 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
17Experiments cont.-
18Strength 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
19Does 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.
20Dust 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
21Comet 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
22Philae Lander
- Separation from the Orbiter
- Descent (gravity)
- Activation of cold gas system (optional)
- Attitude control with flywheel
- Soft landing
- Fixation to ground
23Consequences 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!
24Conclusions
- 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 !
25References
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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
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XXXVII, 2006, 1068 - Kömle, N.I. et al., Penetrometry in the Solar
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