CMDS-12Kolkata, India • 21-25 Feb 2011← Home |
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The purpose of CMDS is to bring together scientists with different backgrounds, working on continuum theories of discrete mechanical and thermodynamical systems in the fields of mathematics, theoretical and applied mechanics, physics, material science and engineering. The spirit of CMDS meetings is to stimulate an extensive and active interdisciplinary research.
The previous Continuum Models and Discrete Systems Symposia took place in Kielce (Poland, 1975), Mont Gabriel (Canada, 1977), Freudenstadt (Federal Republic of Germany, 1979), Stockholm (Sweden, 1981), Nottingham (United Kingdom, 1985), Dijon (France, 1989), Paderborn (Germany, 1992), Varna (Bulgaria, 1995), Istanbul (Turkey, 1998), Shoresh (Israel, 2003) and Paris (France, 2007). The broad interdisciplinary character, the limited number of participants (not exceeding 100) and the informal and friendly atmosphere, made these meetings well-acknowledged places of highly fruitful contacts and exchange of ideas, methods and results.
Topics of CMDS-12 include:
Sponsors
Centre for Applied Mathematics and Computational Science
Saha Institute of Nuclear Physics
1/AF Bidhannagar, Kolkata 700 064
India
Venue
SINP Auditorium
1/AF Bidhannagar, Kolkata 700 064
India
Corresponding Address
Bikas K Chakrabarti
Head, TCMP and CAMCS
Saha Institute of Nuclear Physics
1/AF Bidhannagar, Kolkata 700 064
India
International Scientific Committee members:
How you can apply?
Applications for participation in CMDS-12 are to be made in the following format and sent by e-mail to cmds.12 AT saha. ac.in.
Format for Application
Abstracts
We generalize the Ericksen-Leslie continuum model of liquid crystals to
allow for dynamically evolving line defect distributions. Defects in
orientational and positional order are represented through the
incompatibility of the director and deformation ‘gradient’ fields. Due to
their geometric basis as rigorous spatial densities, conservation laws for
the defect fields are immediate. This dynamics is shown to satisfy the
constraints, in this case quite restrictive, imposed by material frame
indifference. The phenomenon of permeation appears as a natural
consequence of our kinematic approach. The approach also leads to a
natural unification of the Ericksen-Leslie director vector field based model
and the De Gennes orientational tensor order-parameter field. As a
consequence, it provides a dynamics for the kinematically powerful tensor
field in terms of the physically-motivated and experimentally
well-characterized director model.
The resulting tensor dynamical equation allows us to deal with
disclinations in a direct and precise manner.
Joint work with Kaushik Dayal
Fluctuation relations establish rigorous identities for the nonequilibrium
averages of observables. Starting from a general transport master equation
with time-dependent rates, we employ the stochastic path integral approach
to study statistical fluctuations around such averages. We show how under
nonequilibrium conditions, rare configurations of the discrete particles
underlying a transport process imply massive fluctuations. These
flucutations encode vital information on the microscopic mechanisms
driving a system out of equilbrium. We illustrate our results on the
paradigmatic example of a mesoscopic RC circuit.
The talk will review both statics and dynamics of electrical breakdown in
composites emphasizing the interplay of disorder and geometry.
Hydraulic jump is an ancient problem with a not very satisfactory quantitative solution.However,an observation by Schuetzhold and Unruh in the last decade opened up a new dimension in the study of this ubiquitous phenomenon.They
pointed out an analogy with gravitational objects with a boundary which allows only one way passage.In this talk we will discuss different aspects of the jump in one and two dimensions and talk about some rather intriguing experiments done in the last few
years.
Buckling of a straight elastic column subject to compressive end thrust occurs at a critical load for which the straight configuration of the column becomes unstable and simultaneously ceases to be the unique solution of the elastic problem (so that instability and bifurcation are concomitant phenomena). Buckling is known from ancient times: it has been experimentally investigated in a systematic way by Pieter van Musschenbrok (1692-1761) and mathematically solved by Leonhard Euler (1707-1783), who derived the differential equation governing the behaviour of a thin elastic rod suffering a large bending, the so-called `elastica' (see Love, 1927).
Through centuries, engineers have experimented and calculated complex structures, such as frames, plates and cylinders, manifesting instabilities and bifurcations of various forms (Timoshenko and Gere, 1961). Until now structures exhibiting bifurcation and instability under tensile load of fixed direction and point of application (in other words `dead') have never been found, so that the word `buckling' is commonly associated by engineers to compressive loads.
We show that structures buckling in tension exist and we substantiate this statement with both theoretical and experimental proofs.
We consider lattices from bistable links (rods). Each rod can be in
equilibrium at two different lengths, it possesses a non-unimodal
force-elongation dependence. The assembly mimics materials under phase
transition and destructable structure. A lattice with bistable links has
multiple equlibria, some of them (still states) are not accompanied with
inner stresses. We describe a set of such states and transitions between
them. We also discuss instabilities and uncertainties of the state of
bistable structures, waves of transition in the structures, and an
adequate "dynamic homogenization."
A special attention is paid to bistable links structures with irreversible
transition that model a damageable elements and are called "waiting
links". These structures are designed to withstand an impact: they
delocalize an impact stress, spread and dissipate an impact energy. They
delocalize damage: due to inner instabilities, it stops a damage
development where it has started, let it happence in a different link, and
then again. Waiting links structures absorb many times more impact energy
than a non-structured material. They also transport, dissipate, and
radiate the impact energy by originating transitional waves of partial
damage, which propagate similarly to the falling dominos train. We
investigate a controllable dynamics of transition, calculate the speed of
transition wave, introduce a damage tensor and describe its evolution. A
numerical examples show protective structures that distribute partial
damage over a large area and quickly transform the impact energy into
high-frequency dissipative modes.
We experimentally studied the melting and freezing behaviors of colloidal crystals composed of diameter tunable microgel spheres by bright-field and confocal video microscopies. The melting behaviors of three-dimensional (3D), two-dimensional (2D) and multilayer thin films of both single crystals and polycrystals were systematically studied with single-particle dynamics. Thick films (>4 layers) melt heterogeneously, while thin films (<5 layers) melt homogeneously even in polycrystals. A novel heterogeneous melting at dislocation is discovered in 5- to 12-layer films. The equilibrium phase behaviors are different in three thickness regimes: thick films have a liquid-solid coexistence regime which decreases with the film thickness and vanishes at 4 layers, thin films melt into the liquid phase in one step, while monolayers melt in two steps with an intermediate hexatic phase. Superheated crystals and homogeneous melting in 3D were directly visualized and studied by locally heating single crystals with a focused beam of light. In the freezing studies, we experimentally tested four empirical 2D freezing criteria in a thermal system for the first time and suggested four new freezing criteria. The critical nucleus size and the line tension in 2D nucleation have also been measured for the first time.
References:
[1] Y. Peng, Z.-R. Wang, A. Alsayed, A. Yodh, and Y. Han, Phys. Rev. Lett. 104, 205703 (2010)
[2] Z.-R. Wang, A. Alsayed, A. Yodh, and Y. Han, J. Chem. Phys. 132, 154501 (2010)
[3] Y. Han, N. Y Ha, A. Alsayed, and A. Yodh, Phys. Rev. E 77, 041406 (2008)
Frictional properties of dense granular matter under pressure are closely associated with the friction on faults, because faults contain powdered rock that is ground up by the fault motion of the past. We shall discuss the velocity dependence of steady-state kinetic friction coefficient, which determines instability/stability of sliding friction. Focusing on the cooperative motion of grains, we derived a constitutive law describing the nature of granular friction in a wide range of shear rate. The result is compared with simulation and experiment. In addition, crackling noise in sheared granular matter is analyzed in terms of aftershocks and compared with experiments and earthquakes on natural faults.
Spatiotemporal correlations of the spring-block (Burridge-Knopoff) model of earthquakes are studied by means of numerical computer simulations in both one and two dimensions. As a constitutive relation, a simple velocity-weakening friction law or the rate-and-state friction law are employed. Particular attention is paied to the nucleation process prior to mainshock and its relation to the underlying constitutive law. Statistical properties of earthqukaes such as the size distribution often exhibit "characteristic" behaviors, while "near-critical" behavior is observed under certain conditions. Continuum limit of the model is also discussed.
We find a method to control morphology of desiccation crack patterns by
using memory effect of paste. Pastes made of powder and water remember
the direction of external mechanical fields, such as vibration and flow.
These memories in pastes are sustained as microscopically anisotropic
network structures of powder particles. When the pastes are dried,
memories in pastes are visualized as macroscopically anisotropic crack
patterns. Thus, by imprint memories into pastes before drying, the
morphology of desiccation crack patterns can be controlled to be
anisotropic ones, such as lamellar, radial, ring, spiral, and so on.
References:
[1] A. Nakahara and Y. Matsuo, J. Phys. Soc. Jpn. 74 (2005) 1362.
[2] A. Nakahara and Y. Matsuo, Phys. Rev. E, 74 (2006) 045102(R).
[3] Y. Matsuo and A. Nakahara, in preparation.
We show how to construct localized elliptic cell problems for homogenization
with non-separated scales, high-contrast and arbitrary deterministic
coefficients. Randomness, scale separation, mixing or "epsilon-sequences"
are not required because the proposed method solely relies on the
compactness of the solution space. The support of cell problems can be
localized to arbitrarily small subsets of the whole domain and explicit
approximation error estimates are obtained as a function of the size of
those subsets. We show how the proposed method extends to the wave equation,
elastodynamics and molecular dynamics. Various parts of this talk are joint
work with L. Zhang, L. Berlyand, M. Federov, M. Desbrun, L. Kharevych and P.
Mullen.
We discuss different methodology for studying fracture
propagation at different length scale: 1) Atomistic modelling at
nano-scale (using LAMMPS) 2) Pore scale modelling (using PFC) 3)
Lattice beam modelling at mesoscopic scale 4) Mean-filed modelling
using FBM and RFM 5) Reservoir scale modelling (Using DFN and DEM).
The flocking model due to Vicsek and co-workers, in which
point particles with fixed speed align with their neighbors, in the
presence of noise, displays a nonequilibrium phase transition as noise
is decreased or mean density increased, from a disordered to an
ordered state where all particles move coherently. We present a
one-loop self-consistent treatment of the role of density
fluctuations, in the Toner-Tu continuum field theory corresponding to
the Vicsek model. We show that the interaction of the order parameter
with density fluctuations renders the transition discontinuous, in
agreement with recent large-scale computer simulations.
We study the dynamics of reversible breakdown in a driven Random Resistor
cum Tunneling-bond Network (RRTN). For a pedagogical review on the RRTN,
see [1]. To model any generalised failure/breakdown, we use the paradigm
of dielectric breakdown of a classical insulator between a pair of next
nearest neighbour metallic bonds (above a microscopic threshold voltage due
to 'semi-classical tunneling'). To wit, this threshold field may stand for
the minimum field for the onset of classical fluid motion against the capi-
llary (surface tension) forces in a disordered porous media or that for the
onset of classical mechanical motion on a rigid surface due to the fric-
tional forces, etc. In the electrical paradigm, the first-passage time of
electrical charge through the whole system (i.e., onset time of the macro-
scopic dielectric breakdown) is the general fracture/breakdown-time. Using
the local equation of continuity at each node to enforce the global conti-
nuity, we find an important and practically useful result that in large
disordered systems, the breakdown-time bears a constant ratio to the sample
dependent macroscopic relaxation time of the whole system [2] (i.e., the breakdown time is predictable on an average).
Further, our earlier results show that the early dynamics is scale-free
with two power-law regimes [1], as observed in many complex systems of
Nature with statistically correlated randomness (including earthquakes).
Eventually, the dynamics becomes exponential, i.e., acquires a time-scale,
as it approaches a steady state, which is very robust against arbitrarily
chosen initial field distributions. This strong memory attribute of the
steady state, in spite of its intrinsic disorder, should be very useful
for cognitive processes, learning, fault-tolerant coding, etc.[3]. We do
also look at some aspects of 'information entropy' (athermal) in our model
taking care of the correlated randomness of the t-bonds. Early results
show some interesting trends in finite size systems.
[1] A.K. Sen, "Nonlinear response, semi-classical percolation and break-
down in the RRTN model" in "Quantum and Semi-classical Percolation
and Breakdown in Disordered Solids," Lecture Notes in Physics v.762,
Eds. A.K. Sen et.al., pp.21-82 (Springer, Berlin, 2009).
[2] A.K. Sen, "Dynamics of breakdown in the RRTN model for nonlinear
systems," in Proc. 11th Intl. Conf. on "Continuum Models and Discrete
Systems" (CMDS11), Eds. D. Jeulin and S. Forest, pp.251-256 (Ecole
des Mines de Paris, Paris, 2008).
[3] A.K. Sen, "Strong memory and recognition in the RRTN model" in Proc.
4-th "Intl. Conf. on Natural Computn" (ICNC2008), Eds. M. Guo, et.al.,
v.3, p.339-343 (CPS, IEEE Computer Society, Los Alamitos, 2008).
We show, using molecular-dynamics simulations, that a two-dimensional,
unstressed, Lennard-Jones solid exhibits droplet ï¬uctuations characterized
by nonafï¬ne deviations from local crystallinity. The fraction of particles
in these
droplets increases as the mean density of the solid decreases and approaches
20% of the total number in the
vicinity of the ï¬uid-solid phase boundary. We monitor the geometry, local
equation of state, density correla-
tions, and Van Hove functions of these droplets. We provide evidence that
these nonafï¬ne heterogeneities
should be interpreted as being droplet ï¬uctuations from nearby metastable
minima. The local excess pressure
of the droplets plotted against the local number density shows a van der
Waal loop with distinct branches
corresponding to ï¬uidlike compact and string-like glassy droplets. The
distinction between ï¬uidlike and glassy
droplets disappears above a well-deï¬ned temperature. When, on the other
hand, an external stress is imposed, only string-like droplets remain which
percolate for a value of stress much lower than the yield point. The
percolating droplets of large non-affine regions appear to be precursors of
shear bands along which the solid begins to flow when stress finally exceeds
the yield threshold. We identify the percolation of non-affine droplets with
the onset of an-elasticity in the ideal solid.
When studying the statics of a truss made of a discrete network of nodes joined by linear elastic springs, the kernel of the quadratic potential energy (space of floppy modes) plays an essential role. In particular when studying the asymptotics of the truss as the number of nodes becomes large : in the continuous homogenized description of the system one can recover the floppy modes. The fact that one does not commonly consider systems with finite dimension kernels other than the space of rigid motions is the reason why only displacements or rotations, or their dual counterparts, forces or torques, are transmitted by usual materials. We show how to design a truss in order to get an extra floppy mode which corresponds to a constant dilatation of the medium. Thus, forcing the dilatation in some part of the domain will tend to fix it on the whole domain. The mechanical interactions which are present in this continuum and responsible of this "transmission of dilatation" are not classical. We discuss and illustrate them using the discrete system of springs. We then give some examples of different possible floppy modes and the associated continuous models.
It is well established that including spatial structure and stochastic noise in models for predator-prey interactions invalidates the classical deterministic Lotka-Volterra picture of neutral population cycles. In contrast, stochastic models yield long-lived, but ultimately decaying erratic population oscillations, which can be understood through a resonant amplification mechanism for density fluctuations. Monte Carlo simulations of spatial stochastic predator-prey systems yield striking complex spatio-temporal structures. These spreading activity fronts induce persistent correlations between predators and prey species. We employ field-theoretic methods based on the Doi-Peliti representation of the master equation for stochastic particle interaction models to address fluctuation-induced renormalizations of the oscillation frequency and damping.
References:
- M. Mobilia, I.T. Georgiev, and U.C.T., J. Stat. Phys. 128, 447 (2007) [q-bio.PE/0512039]
- U.C.T., in preparation (2010)
In Homogenization Theory,one homogenizes microstructures and this
yields a set of macro coefficients at homogenization scale.If we decrease
the scale,one finds that these coefficients do not provide adequate
approximation to the heterogeneous medium.Using Bloch wave analysis, we
introduce another set of macro coefficients which is relevant besides the
first one.We present a comparative study of their properties.For example,
somewhat surprisingly,the signs of these two sets are opposite to each
other.We also compare their behaviour on certain optimal structures.
Local Informations:
Air:
Kolkata has an international airport, Netaji Subhash Chandra Bose International Airport (airport code CCU), and a few international flights arrive at Kolkata directly. One can also take a connecting flight to Kolkata (Calcutta) after arriving at Delhi or Mumbai (Bombay) airport from abroad. The airport is about 10 km away from the Saha Institute and taxi services are regularly available at the Kolkata airport (take pre-paid taxi if possible from the airport itself). Train:
Kolkata is well connected by train with all major cities
of India. The train stations are in Howrah (on the opposite side of the
river Hooghly; about 12 km away) and Sealdah (about 6 km away).
Kolkata Taxi:
Travelling within and around the city in taxis is easy and cheap. These
yellow cabs are metered and fares start at Rs. 20.
Currency: The currency used everywhere in India is Indian Rupees
(INR) and can be exchanged with USD or Euro at the Foreign exchange counters
at the Airport. A very approximate estimate is 1 USD = 45 INR.
End of February will be early summer in this part of the world.
The temperature is not expected to go below 21 C, and above 30 C.
Live Temperatures: click here.
Price: around INR 200 (around USD 4.2).
Time required: takes about 30 minutes (not in rush hours).
Kolkata lies to the eastern part of India, on the banks of the river Hooghly,
about 100 kms away from the Bay of Bengal. The city has been a centre of
education, art, culture and political movement. It has its own life quite
different from most parts of India, with the inhabitants being famous for
their warm hospitality.
Some helpful links: