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A computational approach to handle complex microstructure geometries

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In this paper, the extended finite element method (X-FEM) is used to solve multiscale analysis of complex geometries, where the mesh does not need to conform to the physical surfaces, it needs to be fine enough to capture the geometry of these surfaces.
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This article is published in Computer Methods in Applied Mechanics and Engineering.The article was published on 2003-07-18 and is currently open access. It has received 663 citations till now. The article focuses on the topics: Extended finite element method & SIMPLE algorithm.

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The extended/generalized finite element method: An overview of the method and its applications

TL;DR: An overview of the extended/generalized finite element method (GEFM/XFEM) with emphasis on methodological issues is presented in this article, which enables accurate approximation of solutions that involve jumps, kinks, singularities, and other locally non-smooth features within elements.
Journal ArticleDOI

The stochastic finite element method: Past, present and future

TL;DR: A state-of-the-art review of past and recent developments in the SFEM area and indicating future directions as well as some open issues to be examined by the computational mechanics community in the future are provided.
Journal ArticleDOI

A corrected XFEM approximation without problems in blending elements

TL;DR: In this article, a modified version of the extended finite element method (XFEM) is proposed for linear elasticity and optimal convergence rates are achieved, where the enrichment functions are modified such that they are zero in the standard elements, unchanged in the elements with all their nodes being enriched, and varying continuously in the blending elements.
Journal ArticleDOI

Improved implementation and robustness study of the X-FEM for stress analysis around cracks

TL;DR: The implementation of the X‐FEM method for stress analysis around cracks is improved in three ways: the enrichment strategy is revisited, a ‘geometrical’ enrichment in which a given domain size is enriched and the numerical integration scheme is dramatically improved for tip enrichment functions.
Book

Extended finite element method for fracture analysis of structures

TL;DR: In this paper, the authors present a review of the literature on finite element fracture models and their application in the field of finite element finite element models (FEM) and fracture mechanics.
References
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Journal ArticleDOI

A finite element method for crack growth without remeshing

TL;DR: In this article, a displacement-based approximation is enriched near a crack by incorporating both discontinuous elds and the near tip asymptotic elds through a partition of unity method.
Journal ArticleDOI

Gmsh: A 3-D finite element mesh generator with built-in pre- and post-processing facilities

TL;DR: Gmsh as mentioned in this paper is an open-source 3D finite element grid generator with a build-in CAD engine and post-processor that provides a fast, light and user-friendly meshing tool with parametric input and advanced visualization capabilities.
Book

Asymptotic analysis for periodic structures

TL;DR: In this article, the authors give a systematic introduction of multiple scale methods for partial differential equations, including their original use for rigorous mathematical analysis in elliptic, parabolic, and hyperbolic problems, and with the use of probabilistic methods when appropriate.
Journal ArticleDOI

Elastic crack growth in finite elements with minimal remeshing

TL;DR: In this article, a minimal remeshing finite element method for crack growth is presented, where Discontinuous enrichment functions are added to the finite element approximation to account for the presence of the crack.
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Frequently Asked Questions (15)
Q1. What have the authors contributed in "A computational approach to handle complex microstructure geometries" ?

In this paper, the authors use the extended finite element method ( X-FEM ) to solve scales involving complex geometries. 

In order to take into account the randomness of the spatial distribution of the inclusions, many basic cells have to be considered for the computation of the homogenized properties. 

In the case of a periodic medium, the representative volume element is simply3a basic cell Ω, which forms the composite by spatial repetition. 

The advantage of this approach is to retain all the advantages of the finite element approach (applicability to nonlinear and anisotropic constitutive laws, wide range of codes already written, robustness, ...) while considerably easing the meshing step. 

In this paper, the authors improve the enrichment functions for material interfaces and obtain a convergence rate very close to the one obtained with regular finite elements (i.e. conforming meshes). 

If the finite element mesh conforms to the material interface, the (linear) approximation above yields an O(h) convergence rate in the energy norm (provided the solution is smooth) [8]. 

The main drawback of such an approach is the explicit microstructure modeling, which leads to problems for generating the mesh for complex geometries, and requires the use of sophisticated tools, see e.g. [26]. 

For instance, a two-phase 1D problem with a mesh non-conforming to the interfaces gives an asymptotic rate of convergence as poor as O( √ h) [16]. 

The formulation of the basic cell problem for composites with periodic microstructure can be derived in a systematic way using the two-scale asymptotic expansion method [3], [22], or following a process which is also valid for random media [25], [12]. 

The microstructure description is achieved through the definition of a representative volume element, containing all the geometrical and material data. 

At the macroscopic scale, stress and strain fields are denoted by Σ and E, which are the average of the corresponding microscopic field, σ and e, on the basic cell (the macroscopic and microscopic scales are denoted by x and y, respectively):Σ(x) =< σ(x, y) >= 1 |Ω| ∫ Ω σ(x, y)dΩE(x) =< e(x, y) > 

The eXtended Finite Element Method simplifies greatly the analysis of structures with complex geometry since the mesh is not required to match this geometry. 

The advantages of the FEM in micromechanical analysis are indeed the same as in standard engineering problems: its flexibility, and its applicability to nonlinear problems, anisotropic materials, and arbitrary geometries. 

As the authors shall see in the numerical experiments, this strategy yields a reasonable rate of convergence for the homogenized parameters of the basic cell but suffers a slow rate of convergence for the quality of the overall stress distribution over the basic cell (energy norm in the stresses). 

Since the basic cell problem is a boundary value problem, classical numerical methods can be used for computing their solution, see [4] for a state of the art in this matter.