p.p1 to capture strong and weak discontinuities arising in

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Equation (1.4) generally defines the XFEM. For a particular realization of the
XFEM, the choice of the nodal subset I?, global enrichment function r(x), and the
partition of unity functions N?i (x) has to be defined.
The displacement approximation given by Equation (1.4) is called ‘extrinsic’ global enrichment
(i.e., FE approximation basis is augmented with additional functions and all
the nodes in the FE mesh are enriched with r(x)). This does not satisfy the Kronecker-
d property (i.e., Ni(xj) =di j) which renders the imposition of essential boundary conditions
and the interpretation of results difficult, expect for the phantom node method
60, 54. In most cases, the region of interest is localized, for example, cracks ormaterial
interfaces and hence the enrichment could be restricted closer to the region
of interest. This type of enrichment is called ‘local enrichment’. Moreover, a global
enrichment is computationally demanding because the number of degrees of freedom
is proportional to the number of nodes and the number of enrichment functions and
the resulting system matrix is not banded. A ‘shifted enrichment’ is used to retain the
Kronecker-d property, given by:
uh(x) = uh
f em(x)+uh enr(x)

i ?I
Ni(x)ui+ å
j?I?
Nj(x)r(x)?r(xj)aj. (1.5)
where r(xj) is the value of the enrichment function evaluated at node j. An example
will be considered of this shifting for 1D when r(x)= |f (x)|=|x?xb|, where xb is the
location of the interface from the left end. Different enrichment functions are proposed
in the literature to capture strong and weak discontinuities arising in different problems.
For weak and strong discontinuities, the nodal subset I? is built from all nodes of
elements that are cut by the discontinuity. Whether or not an element is cut by the
discontinuity can conveniently be determined on element-level by help of the level-set
function f (x)
??
?
cut elements min
i?Iel
fi.max
i?Iel
fi 0

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