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:
Schedule
Yet to come!
Abstracts
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 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)
In immiscible two-phase flows, contact line denotes the intersection of the fluid-fluid interface with the solid wall. When one fluid displaces the other, the contact line moves along the wall. A classical problem in continuum hydrodynamics is the incompatibility between the moving contact line and the no-slip boundary condition, as the latter leads to a non-integrable singularity. The recently discovered generalized Navier boundary condition (GNBC) offers an alternative to the no-slip boundary condition which can resolve the moving contact line conundrum. We present a variational derivation of the GNBC through the principle of minimum energy dissipation (entropy production), as formulated by Onsager for small perturbations away from the equilibrium. Through numerical implementation of a continuum hydrodynamic model, it is demonstrated that the GNBC can quantitatively reproduce the moving contact line slip velocity profiles obtained from molecular dynamics simulations. In particular, the transition from complete slip at the moving contact line to near-zero slip far away is shown to be governed by a power-law partial slip regime, extending to mesoscopic length scales.
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)
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: