scispace - formally typeset
Open AccessJournal ArticleDOI

The partition of unity finite element method: Basic theory and applications

Reads0
Chats0
TLDR
In this article, the basic ideas and the mathematical foundation of the partition of unity finite element method (PUFEM) are presented and a detailed and illustrative analysis is given for a one-dimensional model problem.
About
This article is published in Computer Methods in Applied Mechanics and Engineering.The article was published on 1996-12-15 and is currently open access. It has received 3276 citations till now. The article focuses on the topics: Partition of unity.

read more

Citations
More filters
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

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.
Journal ArticleDOI

the immersed interface method for elliptic equations with discontinuous coefficients and singular sources

TL;DR: In this paper, the authors developed finite difference methods for elliptic equations of the form \[ abla \cdot (\beta (x)) + \kappa (x)u(x) = f(x)) in a region in one or two dimensions.
Journal ArticleDOI

Extended finite element method for cohesive crack growth

TL;DR: In this article, an extended finite element method is applied to modeling growth of arbitrary cohesive cracks, which is governed by requiring the stress intensity factors at the tip of the cohesive zone to vanish.
Journal ArticleDOI

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.
References
More filters
Journal ArticleDOI

The Partition of Unity Method

TL;DR: In this article, a new finite element method is presented that features the ability to include in the finite element space knowledge about the partial differential equation being solved, which can therefore be more efficient than the usual finite element methods.
Book

Linear Integral Equations

Rainer Kress
TL;DR: Inverse Boundary Value Problems (IBV) as discussed by the authors, the heat equation is replaced by the Tikhonov regularization and regularization by Discretization (TBD) method.
Related Papers (5)
Frequently Asked Questions (12)
Q1. What are the contributions in this paper?

The paper presents the basic ideas and the mathematical foundation of the partition of unity nite element method PUFEM The authors will show how the PUFEM can be used to employ the structure of the di erential equation under consideration to construct e ective and robust methods The authors identify some classes of non standard problems which can pro t highly from the advantages of the PUFEM and conclude this paper with some open questions concerning implementational aspects of the PUFEM 

The typical behavior of the classical piecewise polynomial nite element methods for this particular problem is to converge in the energy norm for very small mesh size only namely when the mesh size h is so small that the nite element space can resolve the oscillation of the coe cient a 

The natural change of variables in a two dimensional setting is a conformal map which makes corner singularities or singularities arising at interfaces less pronounced 

One way to ensure that the sets B of the form are linearly independent is to constrain the partition of unity in such a way that each function i is identically on a subset of i and all other functions j vanish on this subset 

The authors used systems of plane wave as local approximation spaces because their speci c structure and the particular form of the partition of unity allowed us to create the sti ness matrix cheaply 

In conclusion the approximation properties of both the h and the p version of the nite element method are based on the fact thatlocal approximability a smooth function can be approximated locally by polyno mials andconformity of the nite element spaces interelement continuity polynomial spaces are big enough to absorb extra constraints of continuity across interelement bound aries without loosing the approximation propertiesConversely any system of functions which have good local approximation properties and can be constrained to satisfy some interelement continuity leads to a good nite element method Let us rst elaborate the problem of local approximability 

Thus the error of the nite element approximation is up to the constant C as small as the error of the best approximant in the space Xn Therefore given stability the performance of the nite element method is determined by the approximation properties of the spaces 

The most prominent among them arethe ability to include a priori knowledge about the local behavior of the solution in the nite element spacethe ability to construct nite element spaces of any desired regularity as may be important for the solution of higher order equationsthe fact that the PUFEM falls into the category of meshless methods a mesh in the classical sense does not have to be created and thus the complicated meshing process is avoidedthe fact that the PUFEM can be understood as a generalization of the classical h p and hp versions of the nite element method 

In table the authors list the various combinations of p and n which lead to the same accuracy of ) in L Since the authors expect the PUFEM to exhibit exponential rates of convergence as a p version but only algebraic rates as an h version the number of operations is smallest for the largest mesh size h 

One could construct a local approximation space which models the fastener and then changing the position of the fastener simply means changing the local approximation spacesMathematical Foundation of the PUFEMIn this section the authors present a method of constructing conforming subspaces of H 

Vn of continuous piecewise linear functionsinf un Vnku unkH C& nThe lemma shows that the usual FEM may converge arbitrarily slowly as the number of degrees of freedom n is increased if the coe cient a is su ciently rough Note that holds for all spaces of continuous piecewise linear functions and thus the authors cannot improve the rate of convergence by choosing the meshes judiciously 

Vi i e the function u can be approximated on by functions of V as well as the functions uj i can be approximated in the local spaces Vi Moreover the space V inherits the smoothness of the partition of unity i