Abstract:This is the pre-peer reviewed version of the following article: Tur, M., Albelda, J., Nadal, E. and Ródenas, J. J. (2014)
AbstractThe use of Cartesian meshes independent of the geometry has some advantages over the traditional meshes used in the finite element method. The main advantage is that their use together with an appropriate hierarchical data structure reduces the computational cost of the Finite Element analysis. This improvement is based on the substitution of the traditional mesh generation process… Show more
“…The use of Nitsche's method for unfitted interface problems and fictitious domain methods has been developed in [5-13, 28, 29, 48]. Other related approaches based on Lagrange multipliers or discontinuous Galerkin methods have been suggested in the following works [14][15][16][17][18][19][20].…”
SUMMARYWe discuss recent advances on robust unfitted finite element methods on cut meshes. These methods are designed to facilitate computations on complex geometries obtained, for example, from computer-aided design or image data from applied sciences. Both the treatment of boundaries and interfaces and the discretization of PDEs on surfaces are discussed and illustrated numerically.
“…The use of Nitsche's method for unfitted interface problems and fictitious domain methods has been developed in [5-13, 28, 29, 48]. Other related approaches based on Lagrange multipliers or discontinuous Galerkin methods have been suggested in the following works [14][15][16][17][18][19][20].…”
SUMMARYWe discuss recent advances on robust unfitted finite element methods on cut meshes. These methods are designed to facilitate computations on complex geometries obtained, for example, from computer-aided design or image data from applied sciences. Both the treatment of boundaries and interfaces and the discretization of PDEs on surfaces are discussed and illustrated numerically.
“…In [51] an implicit definition of the multiplier field was introduced for 2D elements, based on the value of the multiplier at the quadrature points of the surface used to numerically evaluate the boundary integrals. The Dirichlet boundary conditions in immersed boundary elements problem was analyzed in this work.…”
“…However, as the problem is a minimization with respect to the displacements and n · σ(u)n linearly depends on this field, the negative sign may cause a non desired behavior of the stabilization term. A possible solution with standard finite elements is to bound this term by taking a sufficiently large value for κ so that this integral can be bounded by the strain energy [51]. In the case of immersed boundary elements there are some difficulties involved in bounding this term, particularly in meshes with cut elements that have a very small volume/surface ratio, as pointed out in [25].…”
Section: Proposed Stabilized Functionalmentioning
confidence: 99%
“…In [19] the idea of condensing the Lagrange multipliers to obtain a simplified method for immersed boundaries was introduced. It was also used in [51] using the quadrature points. The same ideas were applied in [5] using a stabilizing field defined in the volume of the element instead of its surface.…”
The aim of this work is to propose a formulation to solve both small and large deformation contact problems using the finite element method. We consider both standard finite elements and the so-called immersed boundary elements. The method is derived from a stabilized Nitsche formulation. After introduction of a suitable Lagrange multiplier discretization the method can be simplified to obtain a modified perturbed Lagrangian formulation. The stabilizing term is iteratively computed using a smooth stress field. The method is simple to implement and the numerical results show that it is robust. The optimal convergence rate of the finite element solution can be achieved for linear elements.
“…In this case we do not use any stabilization procedure because for the particular case of the examples used in this thesis it is not necessary. An improvement of the proposed method including a stabilization term is recently introduced in [56]. Consider that the solution of the problem (2.8) is equivalent to the following one, where we introduce the Lagrange multipliers field λ to impose the Dirichlet boundary conditions:…”
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