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Lucchesi M.,University of Florence | Silhavy M.,Institute of Mathematics of the AV CR | Zani N.,University of Florence
Annals of Solid and Structural Mechanics | Year: 2011

In this paper we consider masonry bodies undergoing loads that can be represented by vector valued measures, and prove a result which is an appropriate formulation to this context of the static theorem of the limit analysis. As applications, we study the equilibrium of panels that are subjected both to distributed loads and concentrated forces, and determine equilibrated tensor valued measures. Then, by using an integration procedure for parametric measures, we explicitly calculate equilibrated stress fields that are represented by integrable functions. The obtained solutions are discussed. © 2011 Springer-Verlag. Source


Lucchesi M.,University of Florence | Silhavy M.,Institute of Mathematics of the AV CR | Zani N.,University of Florence
Continuum Mechanics and Thermodynamics | Year: 2014

The paper deals with membrane reinforced bodies with the membrane treated as a two-dimensional surface with concentrated material properties. The bulk response of the matrix is treated separately in two cases: (a) as a coercive nonlinear material with convex stored energy function expressed in the small strain tensor, and (b) as a no-tension material (where the coercivity assumption is not satisfied). The membrane response is assumed to be nonlinear in the surface strain tensor. For the nonlinear bulk response in Case (a), the existence of states of minimum energy is proved. Under suitable growth conditions, the equilibrium states are proved to be exactly states of minimum energy. Then, under appropriate invertibility condition of the stress function, the principle of minimum complementary energy is proved for equilibrium states. For the no-tension material in Case (b), the principle of minimum complementary energy (in the absence of the invertibility assumption) is proved. Also, a theorem is proved stating that the total energy of the system is bounded from below if and only if the loads can be equilibrated by a stress field that is statically admissible and the bulk stress is negative semidefinite. Two examples are given. In the first, we consider the elastic semi-infinite plate with attached stiffener on the boundary (Melan's problem). In the second example, we present a stress solution for a rectangular panel with membrane occupying the main diagonal plane. © 2013 Springer-Verlag Berlin Heidelberg. Source


Silhavy M.,Institute of Mathematics of the AV CR
Journal of Elasticity | Year: 2016

For a given polyconvex function W, among all associated convex functions g of minors there exists the largest one; this function inherits all symmetry properties of W. For a given associated (not necessarily the largest) function g, one can still find an associated (possibly not the largest) function with the symmetry of W. This function is constructed by averaging of symmetry conjugated functions over the symmetry group of W using Haar’s measure. It follows that if a symmetric polyconvex function W has class k=0,…,∞ associated function, then the averaging produces a symmetric associated function that is class k as well. © 2015, Springer Science+Business Media Dordrecht. Source


Silhavy M.,Institute of Mathematics of the AV CR
Interfaces and Free Boundaries | Year: 2011

The sharp interface limit of a diffuse interface theory of phase transitions is considered in static situations. The diffuse interface model is of the Allen-Cahn type with deformation, with a parameter ε measuring the width of the interface. Equilibrium states of a given elongation and a given interface width are considered and the asymptotics as ε → 0 of the equilibrium energy is determined. The interface energy is defined as the excess energy over the corresponding two-phase state with a sharp interface without the interface energy. It is shown that to within the term of order o(ε) the interface energy is equal to σε where the coefficient σ is given by a new formula that involves the mechanical contribution to the total energy. Also the corresponding equilibrium states are determined and shown to converge to a sharp interface state as ε → 0. © European Mathematical Society 2011. Source


Silhavy M.,Institute of Mathematics of the AV CR
Journal of Elasticity | Year: 2011

The paper proves the existence of equilibrium two phase states with elastic solid bulk phases and deformation dependent interfacial energy. The states are pairs (y,E) consisting of the deformation y on the body and the region E occupied by one of the phases in the reference configuration. The bulk energies of the two phases are polyconvex functions representing two wells of the substance. The interfacial energy is interface polyconvex. The last notion is introduced and discussed below, together with the interface quasiconvexity and interface null Lagrangians. The constitutive theory and equilibrium theory of the interface are discussed in detail under appropriate smoothness hypotheses. Various forms of the interfacial stress relations for the standard and configurational (Eshelby) interfacial stresses are established. The equilibrium equations are derived by a variational argument emphasizing the roles of outer and inner variations. © The Author(s) 2011. Source

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