Fig. 10From: An unstructured immersed finite element method for nonlinear solid mechanicsCut-element stabilisation on a triangular mesh. Node \(\varvec{x}_J\) is the location a degree of freedom \(\varvec{u}_J\), \(J \in \mathbb {B}\) and the element \(\tau _{K(J)}\) is used for constraining \(\varvec{u}_J\) Back to article page