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Element‐free Galerkin methods

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TLDR
In this article, an element-free Galerkin method which is applicable to arbitrary shapes but requires only nodal data is applied to elasticity and heat conduction problems, where moving least-squares interpolants are used to construct the trial and test functions for the variational principle.
Abstract
An element-free Galerkin method which is applicable to arbitrary shapes but requires only nodal data is applied to elasticity and heat conduction problems. In this method, moving least-squares interpolants are used to construct the trial and test functions for the variational principle (weak form); the dependent variable and its gradient are continuous in the entire domain. In contrast to an earlier formulation by Nayroles and coworkers, certain key differences are introduced in the implementation to increase its accuracy. The numerical examples in this paper show that with these modifications, the method does not exhibit any volumetric locking, the rate of convergence can exceed that of finite elements significantly and a high resolution of localized steep gradients can be achieved. The moving least-squares interpolants and the choices of the weight function are also discussed in this paper.

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Citations
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Unified stress update algorithms for the numerical simulation of large deformation elasto-plastic and elasto-viscoplastic processes

TL;DR: In this article, a unified implicit stress update algorithm for elastoplastic and elasto-viscoplastic constitutive equations for metals submitted to large deformations is presented.
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Extended meshfree methods without branch enrichment for cohesive cracks

TL;DR: In this paper, an extended meshless method for both static and dynamic cohesive cracks is proposed, which does not need any crack tip enrichment to guarantee that the crack closes at the tip.
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Enriched finite elements and level sets for damage tolerance assessment of complex structures

TL;DR: In this article, an extended finite element method (X-FEM) was used to solve complex three-dimensional industrial fracture mechanics problems through combination of an object-oriented (C++) research code and a commercial solid modeling/finite element package (EDS-PLM/I-DEAS®).
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Stabilized conforming nodal integration in the natural-element method

TL;DR: In this paper, a stabilized conforming nodal integration scheme is implemented in the natural neighbor method in conjunction with non-Sibsonian interpolation, and the shape functions and the integration scheme are defined through use of first-order Voronoi diagrams.
Journal ArticleDOI

Material Point Method for Coupled Hydromechanical Problems

TL;DR: In this paper, a soil-pore fluid coupled MPM algorithm based on Biot's mixture theory is proposed for solving hydromechanical interaction problems that include changes in water table location with time.
References
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Surfaces generated by moving least squares methods

TL;DR: In this article, an analysis of moving least squares (m.l.s.) methods for smoothing and interpolating scattered data is presented, in particular theorems concerning the smoothness of interpolants and the description of m. l.s. processes as projection methods.
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Generalizing the finite element method: Diffuse approximation and diffuse elements

TL;DR: The diffuse element method (DEM) as discussed by the authors is a generalization of the finite element approximation (FEM) method, which is used for generating smooth approximations of functions known at given sets of points and for accurately estimating their derivatives.
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