The use of finite elements with linear displacement fields in volume-preser
ving elasto-plastic problems can lead to volumetric locking. Due to the ina
bility of the shape functions to describe certain displacement modes, a res
ponse of the structure can be obtained which is much too stiff. The Element
-Free Galerkin (EFG) method can provide shape functions that have an intrin
sic richer nature and do not exhibit volumetric locking. It is shown that t
he finite element (FE) method can be conceived as a specialisation of the E
FG method, and that for a specific choice of the EFG parameters the FE shap
e functions are retrieved. Then, volumetric locking behaviour is found agai
n. However, for other choices of the EFG parameters shape functions are obt
ained that are able to describe isochoric elasto-plasticity without volumet
ric locking. (C) 1999 Elsevier Science S.A. All rights reserved.