In this paper, a new method for coupling the finite element method (FEM)and the element-free Galerkin method (EFGM) is proposed for linear elastic and geometrically nonlinear problems using local maximum entropy shape functions in theEFG zone of the problem domain. These shape functions possess a weak Kroneckerdelta property at the boundaries which provides a natural way to couple the EFGand the FE regions as compared to the use of moving least square basis functions.In this new approach, there is no need for interface/transition elements between theEFG and the FE regions or any other special treatment for shape function continuity across the FE-EFG interface. One- and two-dimensional linear elastic and two-dimensional geometrically nonlinear benchmark numerical examples are solved by the new approach to demonstrate the implementation and performance of the current approach.
|Publication status||E-pub ahead of print - 1 Jul 2013|
- FE-EFGM coupling
- maximum entropy basis functions
- non-linear elasticity
- moving least square basis functions
Ullah, Z. (Author), Augarde, C. E. (Author), & Coombs, W. M. (Author). (2013). Local Maximum Entropy Shape Functions Based FE-EFGM Coupling. Web publication/site, Durham University. Retrieved from https://www.dur.ac.uk/resources/ecs/research/technical_reports/2013_07.pdf