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Journal ArticleDOI

The superconvergent patch recovery and a posteriori error estimates. Part 1: The recovery technique

O. C. Zienkiewicz, +1 more
- 30 May 1992 - 
- Vol. 33, Iss: 7, pp 1331-1364
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TLDR
In this article, a general recovery technique is developed for determining the derivatives (stresses) of the finite element solutions at nodes, which has been tested for a group of widely used linear, quadratic and cubic elements for both one and two dimensional problems.
Abstract
This is the first of two papers concerning superconvergent recovery techniques and a posteriori error estimation. In this paper, a general recovery technique is developed for determining the derivatives (stresses) of the finite element solutions at nodes. The implementation of the recovery technique is simple and cost effective. The technique has been tested for a group of widely used linear, quadratic and cubic elements for both one and two dimensional problems. Numerical experiments demonstrate that the recovered nodal values of the derivatives with linear and cubic elements are superconvergent. One order higher accuracy is achieved by the procedure with linear and cubic elements but two order higher accuracy is achieved for the derivatives with quadratic elements. In particular, an O(h4) convergence of the nodal values of the derivatives for a quadratic triangular element is reported for the first time. The performance of the proposed technique is compared with the widely used smoothing procedure of global L2 projection and other methods. It is found that the derivatives recovered at interelement nodes, by using L2 projection, are also superconvergent for linear elements but not for quadratic elements. Numerical experiments on the convergence of the recovered solutions in the energy norm are also presented. Higher rates of convergence are again observed. The results presented in this part of the paper indicate clearly that a new, powerful and economical process is now available which should supersede the currently used post-processing procedures applied in most codes.

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Citations
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A 3-D Adaptive Mesh Refinement Using Variable Node Solid Transition Elements

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Eighty Years of the Finite Element Method: Birth, Evolution, and Future

TL;DR: In this article , a comprehensive historical account on the developments of finite element methods (FEM) since 1941, with a specific emphasis on developments related to solid mechanics, is presented, beginning with the theoretical formulations and origins of the FEM, while discussing important developments that have enabled FEM to become the numerical method of choice for many problems rooted in solid mechanics.
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Object-oriented Fortran 90 P-adaptive finite element method

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References
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Journal ArticleDOI

A simple error estimator and adaptive procedure for practical engineerng analysis

TL;DR: A new error estimator is presented which is not only reasonably accurate but whose evaluation is computationally so simple that it can be readily implemented in existing finite element codes.
Journal ArticleDOI

Local and global smoothing of discontinuous finite element functions using a least squares method

TL;DR: In this article, the concepts and potential advantages of local and global least squares smoothing of discontinuous finite element functions are introduced, and the relationship between local smoothing and the reduced integration technique is established.
Journal ArticleDOI

Optimal stress locations in finite element models

TL;DR: In this paper, the existence of optimal points for calculating accurate stresses within finite element models is discussed and a method for locating such points is proposed and applied to several popular finite elements.
Journal ArticleDOI

The post-processing approach in the finite element method—part 1: Calculation of displacements, stresses and other higher derivatives of the displacements

TL;DR: In this article, a method for post-processing a finite element solution to obtain high accuracy approximations for displacements, stresses, stress intensity factors, etc. is presented.
Journal ArticleDOI

Higher order local accuracy by averaging in the finite element method

TL;DR: In this paper, the authors describe the class of finite element subspaces and explain the main result on the accuracy of K h * u h, where K h is a fixed function, u h represents local averages, and * denotes convolution.
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