In this study, an adaptive refinement procedure using the element free Galerkin method (EFGM) for the solution of 2D elastostatic problem is suggested. This refinement procedure is based on the well-known Zienkiewicz and Zhu (Z–Z) error estimator for the a posteriori error estimation and a simple point refinement scheme for new point mesh generation. The presentation of the work is divided into two parts. In Part I, concentration will be paid on the stress recovery and the a posteriori error estimation processes for the EFGM. A comprehensive study on the theories and natures of some commonly used recovery schemes for the EFGM is given. The essential features and relationships among the studied recovery schemes are highlighted. It will be de...
A widespread solution approach to compute stresses and displacements in structural mechanics is the ...
This contribution presents an extended global derivative recovery for enriched finite element method...
A new technique for a posteriori error control and adaptive mesh design is presented for finite elem...
The study present a Mesh Free based post-processing technique for asymptotically (upper) bounded err...
We present a general paradigm for a posteriori error control and adaptive mesh design in finite elem...
In this study, an adaptive refinement procedure using the reproducing kernel particle method (RKPM)...
In many applications involving problem domains with complicated geometry, mesh generation could be f...
An automatic adaptive refinement procedure for finite element analysis is presented. The procedure i...
INTRODUCTION Much of theory of error indicators and error estimators which has been developed in th...
The paper investigates discretisation error control in the element-free Galerkin method (EFGM) highl...
The implementation of an h-adaptive Element-Free Galerkin (EFG) method in the framework of limit ana...
This thesis deals with a posteriori error estimation and adaptivity in finite element procedures for...
Efficient computational modelling of problems including both material and geometric nonlinearities r...
A variety of meshless methods have been developed in the last fifteen years with an intention to sol...
An automatic adaptive refinement procedure for finite element analysis for two-dimensional stress an...
A widespread solution approach to compute stresses and displacements in structural mechanics is the ...
This contribution presents an extended global derivative recovery for enriched finite element method...
A new technique for a posteriori error control and adaptive mesh design is presented for finite elem...
The study present a Mesh Free based post-processing technique for asymptotically (upper) bounded err...
We present a general paradigm for a posteriori error control and adaptive mesh design in finite elem...
In this study, an adaptive refinement procedure using the reproducing kernel particle method (RKPM)...
In many applications involving problem domains with complicated geometry, mesh generation could be f...
An automatic adaptive refinement procedure for finite element analysis is presented. The procedure i...
INTRODUCTION Much of theory of error indicators and error estimators which has been developed in th...
The paper investigates discretisation error control in the element-free Galerkin method (EFGM) highl...
The implementation of an h-adaptive Element-Free Galerkin (EFG) method in the framework of limit ana...
This thesis deals with a posteriori error estimation and adaptivity in finite element procedures for...
Efficient computational modelling of problems including both material and geometric nonlinearities r...
A variety of meshless methods have been developed in the last fifteen years with an intention to sol...
An automatic adaptive refinement procedure for finite element analysis for two-dimensional stress an...
A widespread solution approach to compute stresses and displacements in structural mechanics is the ...
This contribution presents an extended global derivative recovery for enriched finite element method...
A new technique for a posteriori error control and adaptive mesh design is presented for finite elem...