Solutions of Neumann problems in domains with cracks and applications to fracture mechanics

dc.creatorMaso, Gianni Dal
dc.date2001-05-16
dc.date.accessioned2026-07-07T04:41:43Z
dc.date.available2026-07-07T04:41:43Z
dc.descriptionThe first part of the course is devoted to the study of solutions to the Laplace equation in $Ω\setminus K$, where $Ω$ is a two-dimensional smooth domain and $K$ is a compact one-dimensional subset of $Ω$. The solutions are required to satisfy a homogeneous Neumann boundary condition on $K$ and a nonhomogeneous Dirichlet condition on (part of) $\partialΩ$. The main result is the continuous dependence of the solution on $K$, with respect to the Hausdorff metric, provided that the number of connected components of $K$ remains bounded. Classical examples show that the result is no longer true without this hypothesis. Using this stability result, the second part of the course develops a rigorous mathematical formulation of a variational quasi-static model of the slow growth of brittle fractures, recently introduced by Francfort and Marigo. Starting from a discrete-time formulation, a more satisfactory continuous-time formulation is obtained, with full justification of the convergence arguments.
dc.descriptionLecture notes of a course held in the 2001 CNA Summer School ``Multiscale Problems in Nonlinear Analysis'', Carnegie Mellon University, Pittsburgh, May 31--June 9, 2001; 15 pages
dc.identifierhttps://arxiv.org/abs/math/0105132
dc.identifierhttp://arxiv.org/abs/math/0105132
dc.identifier.urihttp://salesiana.dossiersoluciones.com/handle/123456789/61478
dc.subjectAnalysis of PDEs
dc.subject35R35, 74R10, 49Q10, 35A35, 35B30, 35J25
dc.titleSolutions of Neumann problems in domains with cracks and applications to fracture mechanics
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