Titlebook: IUTAM Symposium on Variations of Domain and Free-Boundary Problems in Solid Mechanics; Proceedings of the I P. Argoul,M. Frémond,Q. S. Nguy

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Micromechanics Constitutive Modeling for Polycrystalline Sma,following bases: (1) the transformation theory of unconstrained single crystal shape memory alloys, (2) the proper simulation for the evolution of microstructure, i.e., nucleation and growth of marten-site variants, (3) the effect of orientation distribution on transformation process. Theoretical pr

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Damping of a Vibrating Sma Rod Through Phase Transformation,introducing a phase transformation through cooling or heating and to force the material to dissipate its mechanical energy during the transformation. The vibration damping due to phase transformation can be formulated mathematically by taking into account a micromechanical model of the authors [1, 2

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Error Control for Phase Change Problems, consists of equidistributing discretization errors in adequate norms by means of highly graded meshes and varying time steps. Their construction relies on . error estimates, which are a fundamental component for the design of reliable and efficient adaptive algorithms for PDEs. These issues have be

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Numerical Schemes for the Mean Curvature Flow of Graphs,e . represents the normal velocity and . is the mean curvature of the interface above a bounded domain Ω ⊂ . . . The normal to Ґ is chosen to be and thus the normal velocity can be written as . . .(.). Equation (1) then leads to the quasilinear parabolic problem {fy(2)|63-2}

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Diffusion-Limited Dynamics in Growth Experiments,cist communities because they can provide sufficiently simple transport equations to enable some theoretical modelling [1, 2, 3, 4]. In the early eighties, there was a revival of interest for electrodeposition of metals [5, 6, 7, 8] and this system was designated by physicists as a paradigm for prod

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Exploring the Commonality Between Filling: Porous Media and Phase Change,volves the infiltration of a fluid into an initially dry porous media and key element in such problems is the tracking of the free or moving interface between the filled and empty pores. Examples include, flow through a leaky dam (Crank, 1984), flow in the partially saturated region of a soil (Niebe