Fig. 36From: On the construction of approximation space to model discontinuities and cracks with linear and quadratic extended finite elementsConvergence analysis of stress intensity factor for the mode I problem. Stress Intensity Factors (SIF) are estimated with a domain integral method (G-theta method [42, 43]). The “bubble” formulation with quadratic elements reaches the limit of numerical accuracy of the estimator used so that a convergence analysis cannot be performed here. For formulations with linear elements, the convergence rates are close to the optimal rate of convergence with mesh refinement, around 2Back to article page