XFEM vs Mesh free methods
I understand that the principle of XFEM is enrichment:
XFEM is a local partition of unity (PUM) enriched finite element method. By local, it means that only a region near
the discontinuities such as cracks, holes, material interfaces are enriched. The most important concept in this
method is "enrichment" which means that the displacement approximation is enriched (incorporated) by additional
problem-specific functions.
Similarly-what is the principle of mesh free methods?