Simulation of normal impact of micron-sized particle with elastic-plastic contact/Normalinio tampriai plastinio mikroskopinio dydzio daleles smugio modeliavimas.
Jasevicius, R. ; Tomas, J. ; Kacianauskas, R. 等
1. Introduction
The handling of powder materials is attached of great importance in
pharmaceutical, food, cement, chemical and other industries. Most of
powders are treated as cohesive granular materials. Thus, understanding
the fundamentals of particle adhesion with respect to product quality
assessment and process performance is very essential in powder
technology.
Cohesive granular materials are currently being studied by applying
experimental, theoretical and numerical methods. Recently, the discrete
(distinct) element method (DEM) introduced by Cundall and Strack [1] has
become a powerful tool for solving many scientific and engineering
powder technology problems. It started with its first application to
simulate the dynamic behaviour of noncohesive granular material, which
is presented as an assembly of grains. Interaction of particles
described by the Hertz contact theory is usually used to describe
repulsive contact forces independently on specific particle size.
Fundamentals of the particular DEM models of noncohesive granular
material may be found in [2-4], aplication examples in [5-7] while
important details of DEM simulation technique and software
implementation in [810]. Behaviour of adhesive particle is generally
investigated basing on three different concepts model DMT (Derjaguin,
Muller and Toporov) [11-13], JKR (Johnson, Kendall and Roberts) [14-16],
MD (Maugis and Dugdale) [17]. Normal impact of cohesive particles can be
expressed on the basis of cohesive elastic-plastic-dissipative contact
model. Adhesive elastic-plastic micromechanical model has been developed
by Tomas [18-20]. Particle adhesion force between adhesive deformable
bodies was shown by Zhou [21] and between rigid boundary by Feng [22].
Strength of adhesive joints of packages made from printing
materials was first implemented by Kibirkstis and Mizyuk [23].
The focus of investigation is an attempt to illustrate the
behaviour of micron-sized particle during normal impact and the role of
various energy dissipation mechanisms combined with possible variation
of data parameters. Total amount of dissipation may be characterised by
single parameter, i.e. by coefficient of restitution (COR), which may be
defined in terms of velocities, energy or other state variables. It is
complex parameter and comprises several effects. Explanation of its
nature in terms of both interpretation experimental results and
theoretical models is, however, not unique.
The coefficient of restitution characterises the inelastic
deformation work of particle contact. Dissipation for elastic-plastic
behaviour is regarded by Thornton and coworkers [24-26]. A dissipation
model based on continuum damage mechanics for the description of
nonlinear response during loading of a single particle until fracture
has been investigated by Tavares and King [27] and for rock materials by
Imre et al. [28]. This model is being also capable of explaining
irreversible nature elastic hysteretic dissipation of brittle contact.
A viscous damping dominant dissipation related to force
[F.sup.n.sub.diss] is typical for coarse cohesionless particles moving
with comparatively large velocities (u > 1 m/s). Various models of
the nonlinear elastic contact with viscous spring-dashpot behaviour were
developed. Because of difficulties in obtaining data values, particular
case heuristic critical damping based approach developed by Tsuji et al.
[29] was frequently employed. Combinations of various dissipation
mechanisms to simulate sticking and rebounding behaviour of contacting
micron-sized particle were also shown [30, 31]. Also impact of
viscoplastic bodies: dissipation and restitution was presented by Ismail
[32].
In spite of huge progress in the theoretical developments, precise
weighting of particular dissipation mechanisms and their contribution to
integral COR is still problematic. This is not only because of
incompletion of models but also of statistical distribution of material
data and surface properties.
The problem is challenging because the available experimental
evidence of particle restitution issue is also non unique. Collision
experiments with micron-sized silica spheres impacting silica and
silicon targets were presented by Poppe et al. [33], where measured
values of coefficient of restitution are provided. Significant
scattering of experimental date indicates uncertainty of the interaction
parameters. In contrary, measurements of adhesion forces between silica
particles (effective radius [R.sub.eff] varies in the range of 0.1-1.2
[micro]n) and a silicon wafer performed with AFM by Kappl in Tykhoniuk
et al [34] and showed that the plastic deformation of the particle
occurs and mainly takes place in the first load-unload cycle. The same
statement concerning the first cycle was confirmed Imre et al. [28]
while the CORs of the present rock samples never reached 1.00.
Summating the above diverse facts it could be stated that further
research to evaluate of the coefficient of restitution at a particle
collisions is required.
Normal impact of the stiff micron-sized particle with soft contact
at deformable substrate was investigated numerically.
2. Mathematical model and simulation methodology
The DEM methodology based on the Langrangian approach is applied to
simulate dynamic behaviour of the cohesive particles under normal
impact. The motion of arbitrary particle i is characterized by a small
number of global parameters: positions [x.sub.i], velocities x =
[dx.sub.i] /dt and accelerations [[??]/sub.i] = [d.sup.2]
[x.sub.i]/[dt.sup.2] of the mass center and force applied to it.
Translational motion is described by the Newton's second law
applied to each particle i
[m.sub.i][[??].sub.i], (t) = [F.sub.i] (t) (1)
where [m.sub.i] is the mass, while vector [F.sub.i] presents the
resultant force act on the particle i due to contacts with j neighbour
particles. It may comprise prescribed and field forces.
[FIGURE 1 OMITTED]
The methodology of calculating of the forces [F.sub.ij] (t) in Eq.
(1) depends on the particle size, shape and mechanical properties as
well as on the constitutive model of the particle interaction.
The constitutive model for the normal impact under consideration
combines displacement-dependent elastic-plastic contact deformation
behaviour and includes adhesion as well as velocity-dependent
dissipative term (Fig. 1). Negative range of approach displacement h
means contactless interaction while positive range illustrates contact
behaviour. Here Y' and Y denotes yield point, U' and U unload
point, A and A' separation point with and without viscous
respectively.
Constitutive model shown in Fig. 1 is presented in a form of
algebraic force-displacement functions and is used later to describe
particles. Consequently, a normal interaction force required in Eq. (1)
during collision comprises three components of slightly different nature
in Eq. (1)
[F.sup.n.sub.ij] = [F.sup.n.sub.ij] ([F.sup.n.sub.adform] +
[F.sup.n.sub.adh] + [F.sup.n.sub.diss]) (2)
where [F.sup.d.sub.neform] is displacement dependent deformation
force, adhesion force [F.sup.n.sub.adh], elastic-plastic and velocity
dependent dissipative force [F.sup.n.sub.diss]. This approach recovers
reversible and irreversible effects and various linear and nonlinear
expressions may be applied to evaluate particular force components.
The displacement-dependent terms are formulated basing on the
resent developments of Tomas [18-20]. The corresponding deformation
history is indicated by O-Y-U-A path. The elasticity limit illustrated
by yield point Y is actually characterised by the microyield strength pf
within contact plane.
The velocity-dependent dissipative term is defined according Tsuji
[29] and is defined by damping constant [eta]. The hysteric viscoelastic
behaviour is illustrated by O-Y'-U'-A' path.
Motion of a particle during impact is shown in Fig. 2. The particle
movement starts by approach with initially velocity [v.sub.0] at the
minimal initial distance [a.sub.F] = 0 (Fig. 2, a). It could be state
that adhesion forces [F.sub.adh] acting on particle in at distance
[a.sub.F] = 0 is sufficient to attract particle without any initial
velocity. This process is so called "jump in". When the
particle reaches the surface contact deformation occurs and lasts until
complete rebound (Fig. 2, b-d). Here particle reach max overlap value
[h.sub.U] (Fig. 2, c). Dependently on accumulations of kinetic energy it
may detach or remain stick to the substrate (Fig. 2, e) with residual
overlap.
[FIGURE 2 OMITTED]
The discussed contact model along with integration of differential
Eq. (1) was implemented into the original program code written on
Fortran basis.
3. Problem description and basic data
Simulation addresses normal impact of the smooth spherical silica
particle of R = 0.6 [micro]m on plane surface of the substrate. The
particle is assumed to be smooth on a subnanometer scale. Mass of silica
sphere was 1.8 x [10.sup.-15] kg. Other values of the property
parameters are selected from available sources (Zhou and Peukert [21],
internet data source [35]) and experimental results. Elastic constants,
modulus is E = 75 GPa, Poisson's ratio v = 0.17. Adhesion
parameters are separation distance at zero load [a.sub.F] = 0 = 0.336
nm, adhesion force [F.sub.H0] = 5.0 nN back calculated from shear
experimental test results of industrial silica powder for particles with
median (effective) radius 0.6 [micro]m. Taking Hamaker constant
[C.sub.H] [approximately equal to] 3.216 x [10.sup.-20] J the remainder
parameters such as interface energy [gamma] = 3.78 mJ/[m.sup.2] [34].
Plasticity properties [18-20] are characterized by microyield
strength in compression [p.sub.f]. This parameter, especially, for
ultrafine inorganic/organic powders is normally unknown. One of the
possibilities to evaluate [p.sub.f] is based on macroscopic
considerations. By comparing yield inception according to von Mises
yield criterion with maximal limit contact pressure it is easy to show
that the microyield strength [p.sub.f] is related to the yield limit
[[sigma].sub.y] of the sphere material by dimensionless function
depending on the Poisson's ratio v (Brizmer et. al. [36]). The
failure inception of brittle materials may occur when the maximum
tensile stress reaches the failure strength of [[sigma].sub.f] the
material. The available internet data source [35] gave us additional
parameters: the apparent elastic limit [[sigma].sub.ya] = 55 MPa and
extreme large compressive strength [[sigma].sub.yc] = 1.1 GPa. It is
already known [36] that [p.sub.f] [approximately pr equal to]
3[[sigma].sub.ya] responds generally the soft plastic behaviour, the
dimensionless parameters E/[p.sub.f] = 454 > 200 would indicate very
stiff material in compression. Another parameter E/[[sigma].sub.ya] =
1364 > 1000 and Poisson's ratio v = 0.17 < 0.25 indicate
preferably brittle properties in tension.
For fine particles pf is related to microscopic parameter
attractive van der Waals pressure, see Tomas [18-20], and may be
significantly influenced by surface micro-properties of the particles,
because of surface defects a soft plastic behaviour is generally
expected, nano-asperities and immobile/mobile adsorption layers.
Omitting discussions about details we choose three acceptable
different values of yield strength [p.sub.f1] = 150 MPa, [p.sub.f2] =
300 MPa, [p.sub.f3] = 500 MPa which will be used in future simulations.
Elastic substrate is considered by assigning elasticity properties
identical to the particle.
4. Numerical investigation of normal contact
Series of numerical calculations with initial velocity [v.sub.0]
varying up to 50 m/s was conducted to investigate normal contact of
micron-sized silica particle with plane surface of the deformable
substrate in order to investigate sticking and detachment of a particle
and various available dissipation mechanisms. Adhesion parameters are
assumed independent on the substrate. Coefficient of restitution e is
obtained on the results of rebound velocities.
The first series of calculations deals with particle impact on
deformable substrate by applying purely elastic but dissipative model
solutions in Fig. 3, a, as elastic limit curves which corresponds to
involve theoretically expected restitution values.
Three restitution curves 1, 2, 3 represent variations of COR
against impact velocity [v.sub.0] respond to three different damping
factors [[alpha].sub.d] equal to: 0, 0.15 and 0.35 yielding 0, 20 and
40% reduction of maximal COR. Zero point of undamped model of
restitution curve 1 is defined at in elastic zone. Here critical
sticking velocity is [v.sub,0,st] = 0.041 m/s corresponds to absorbed
contact energy. However, damping plays decisive role, especially near
the critical velocity, where viscous dissipation is even faster.
Comparing elastic branches shown in Fig. 3, it is easy to recognise
similar character of our elastic curves to those of elastic wave [24]
dissipation mechanisms.
The second series reflect the behaviour of viscous-elastic-plastic
model with fixed microyield stress [p.sub.f] = 500 MPa. Numerical
results represented by three restitution curves 1', 2' and
3' having the same damping factors as curves 1, 2 and 3 are
exhibited in Fig. 3, b. In the points [Y.sub.1], [Y.sub.2], [Y.sub.3]
restitution curves switches from purely elastic to elastic-plastic
contact.
An influence of microstrength along with properties of the
substrate is considered in next series of numerical calculations.
Numerical results in terms of variation of COR against impact velocities
are presented in Fig. 4. Three curves 1, 2 and 3 correspond to three
values of the microstrength (microhardness) [p.sub.f] = 500, 300, 150,
respectively without damping---[[alpha].sub.d] equal to 0.
[FIGURE 3 OMITTED]
[FIGURE 4 OMITTED]
Here points [Y.sub.1], [Y.sub.2], [Y.sub.3] denote origin of
elastic-plastic contact. Curve 1 contains restitution values branch of
purely elastic and the branch of elastic-plastic contact, while curves 2
and 3 contain values only of elastic-plastic contact.
Simulation results are checked against impact experiment with
identical silica particles by Poppe et al. [33], Fig. 5. Two curves 1, 2
correspond to two values of [p.sub.f] = = 500, 300 MPa respectively
without damping. Additional dashed line indicates purely elastic case.
The collisions between the dust particles and the fixed target are
observed by optical imaging of the particle trajectories. The measured
values of coefficient of restitution for impact velocities [v.sub.0]
ranging between 1 and 10 m/s are characterized graphically by thin
lines. Generally, our results envelop experiment with compare of both
results. It is easy to show the character of COR numerically obtained on
the plasticity relation properly respond to the tendency of experimental
results. It could be stated that plasticity mechanism indicates lower
bound while elastic dissipation responds to the upper bound. However,
further research is still required for recovering of the experimentally
observed dissipation mechanisms.
[FIGURE 5 OMITTED]
It should be noted that the results illustrates dynamic experiment.
In many cases dynamic load yields the increase of statically obtained
values as the rate dependent material property effects.
5. Concluding remarks
On the basis of numerical simulation of silica particle impacting
plane substrate it could be stated that elastic or elastic-plastic
hysteric deformation combined with viscous damping can yield similar
dissipation-restitution evaluations. Numerical results also confirmed
that plastic deformation is the dominant source of the dissipation
mechanism at higher initial impact velocities while adhesive elastic
dissipation is the dominant at lower initial impact velocities.
Simulation results could be used for reasonable explanation of
experimental evidence. Considering comparison with experiment it could
be stated that experimental results may be enveloped by various
combinations of dissipation mechanisms.
6. Acknowledgements
This work originated during the visit of the first author in
Magdeburg supported by German Academic Exchange Service under Grant ref.
No. 323, PKZ/A 0692650.
Received December 02, 2009 Accepted March 15, 2010
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R. Jasevicius *, J. Tomas **, R. Kacianauskas ***
* Vilnius Gediminas Technical University, Sauletekio al. 11, 10223
Vilnius, Lithuania, E-mail: ma@vgtu.lt
** Otto von Guericke University, Universitatsplatz 2, D-39106
Magdeburg, Germany, E-mail: juergen.tomas@ovgu.de
*** Vilnius Gediminas Technical University, Sauletekio al. 11,
10223 Vilnius, Lithuania, E-mail: rkac@vgtu.lt