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An approximation for the Mumford-Shah functional
"... We approximate, in the sense of Γ-convergence, the Mumford-Shah functional by means of a sequence of non-local integral functionals depending on the average of the absolute value of the gradient. ..."
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We approximate, in the sense of Γ-convergence, the Mumford-Shah functional by means of a sequence of non-local integral functionals depending on the average of the absolute value of the gradient.
Università degli Studi di Pavia APPROXIMATION RESULTS FOR FREE DISCONTINUITY FUNCTIONALS WITH LINEAR GROWTH
"... forse per le mie origini contadine, mi sconsigliarono vivamente di intraprendere studi scientifici. 4Preface A number of variational problems recently under consideration involves integral functionals with “free discontinuities ” (according to a terminology introduced in [22]): the variable function ..."
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forse per le mie origini contadine, mi sconsigliarono vivamente di intraprendere studi scientifici. 4Preface A number of variational problems recently under consideration involves integral functionals with “free discontinuities ” (according to a terminology introduced in [22]): the variable function u is required to be smooth only outside a surface K, depending on u, and both u and K enter the structure of the functional. Hence, a typical form is: F(u, K) = φ(|∇u(x)|)dx + f(|u
Convergence of non-local finite element energies for fracture mechanics
"... Abstract. Usually smeared crack techniques are based on the following features: the fracture is represented by means of a band of finite elements and by a softening constitutive law of damage type. Often these methods are implemented with nonlocal operators which control the localization effects and ..."
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Abstract. Usually smeared crack techniques are based on the following features: the fracture is represented by means of a band of finite elements and by a softening constitutive law of damage type. Often these methods are implemented with nonlocal operators which control the localization effects and reduce the mesh bias. We consider a non-local smeared crack energy defined for a finite element space on a structured grid. We characterize the limit energy as the mesh size h tends to zero and we establish a precise link between the discrete and continuum formulations of the fracture energies, showing the correct scaling and the explicit form of the mesh bias. 1

