Fig. 8From: A hierarchical non-intrusive algorithm for the generalized finite element methodVisualizations for Abaqus-ISET results—a Displacement post-processed by Abaqus—b displacement post-processed by ISET—c von Mises stress post-processed by Abaqus—d von Mises stress post-processed by ISET. This figure presents Abaqus-ISET results on a mesh with elements available only in Abaqus. Post-processing over those elements must be done by Abaqus while over elements enriched with crack tip functions it must be done by ISETBack to article page