Abstract:SUMMARYThe extended finite element method (XFEM) enables local enrichments of approximation spaces. Standard finite elements are used in the major part of the domain and enriched elements are employed where special solution properties such as discontinuities and singularities shall be captured. In elements that blend the enriched areas with the rest of the domain problems arise in general. These blending elements often require a special treatment in order to avoid a decrease in the overall convergence rate. A … Show more
“…Recently an effective and simple approach has been proposed by Fries [45] who used a linearly decreasing weight function for the enrichment in the blending elements. This approach allows one to obtain a conforming approximation and to eliminate partially enriched elements, so that the partition of unity property is everywhere satisfied.…”
Section: Blending Of Enriched and Non-enriched Elementsmentioning
Abstract.The extended and generalized finite element methods are reviewed with an emphasis on their applications to problems in material science: (1) fracture (2) dislocations (3) grain boundaries and (4) phases interfaces. These methods facilitate the modeling of complicated geometries and the evolution of such geometries, particularly when combined with level set methods, as for example in the simulation growing cracks or moving phase interfaces. The state of the art for these problems is described along with the history of developments.
“…Recently an effective and simple approach has been proposed by Fries [45] who used a linearly decreasing weight function for the enrichment in the blending elements. This approach allows one to obtain a conforming approximation and to eliminate partially enriched elements, so that the partition of unity property is everywhere satisfied.…”
Section: Blending Of Enriched and Non-enriched Elementsmentioning
Abstract.The extended and generalized finite element methods are reviewed with an emphasis on their applications to problems in material science: (1) fracture (2) dislocations (3) grain boundaries and (4) phases interfaces. These methods facilitate the modeling of complicated geometries and the evolution of such geometries, particularly when combined with level set methods, as for example in the simulation growing cracks or moving phase interfaces. The state of the art for these problems is described along with the history of developments.
“…This is particularly important for the crack tip singularity because the convergence of the solution with the mesh size could be rather slow otherwise C··..I hlf2 for the stresses). A useful alternative, which we have tested, is to include the crack tip singularities as enrichment shape functions, as in [34,35,27], Such an approach can recover an optimal order of convergence (1"' ..1 h for stresses) and enables the use of less refined meshes near the cracktip. Of course, it does not help with steep pressure gradients when L 1"' ..1 a.…”
SUMMARYWe presented a finite-element-based algorithm to simulate plane-strain, straight hydraulic fractures in an impermeable elastic medium. The algorithm acCOllllts for the nonlinear coupling between the fluid pressure and the crack opening and separately tracks the evolution of the crack tip and the fluid front. It therefore allows the existence of a fluid lag. The fluid front is advanced explicitly in time, but an implicit strategy is needed for the crack tip to guarantee the satisfaction of Griffith's criterion at each time step. We enforced the coupling between the fluid and the rock by simultaneously solving for the pressure field in the fluid and the crack opening at each time step. We provided verification of our algorithm by performing sample simulations and comparing them with two known similarity solutions.
“…To overcome this deficiency, the nodes outside the radius of the blending elements are also enriched with the near tip solution, see Fig. 1 and the corrected X-FEM approach proposed in [4]. The four enrichment functions F k with k = 1, .…”
Section: Extended Finite Element Methodsmentioning
The two-scale simulation of a linear-elastic orthotropic disc with a central crack under mode-I loading may be used to verify the extended finite element method implementation of orthotropic enrichment functions into finite element codes such as FEAP. The stress distribution on the finer scale is simultaneously resolved by the high fidelity generalized method of cells called at each integration point of the macro elements.
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