630Y. WANG, H. WAISMAN AND I. HARARI solutions like crack opening displacements or stresses with FE solutions [2], and indirect approaches that are based on some energetic measures like stress energy release rates [3].In general, the latter often requires additional post-processing procedures but also yield more accurate results [4]. Some of the most widely used indirect methods include the stiffness derivative method (also known as the virtual crack extension method) [5,6], the virtual crack closure technique (VCCT) [3,7], which is inspired by Irwin's crack closure integral [8], and the interaction integral (M-integral) [9,10] that is based on the J-integral [11] or its domain variant [12,13].Conventional FEs are somewhat limited in the accuracy at which SIFs can be computed because the standard element formulations cannot directly represent singular near-tip fields in fracture mechanics. Hence, extremely fine meshes in the vicinity of the crack tip are required. To overcome this issue, many techniques have been proposed to improve the element formulation. Those either develop specialized singular elements or embed SIFs as additional degrees of freedom (DOFs) [14,15]. One significant contribution worth mentioning is the discovery of quarter-point elements [16,17] wherein the stress singularity is introduced by moving the mid-side nodes of quadratic isoparametric elements to quarter-edge positions. Despite the various attempts made to improve the accuracy of FE fracture modeling, the aforementioned elements must conform to the crack surfaces, and thus, remeshing of the domain is needed to treat the propagation of cracks.Around the late 1990s, the extended/generalized finite element method (XFEM) [18-21] appeared in the literature and since then has proven as an elegant and efficient tool to address moving discontinuities [22][23][24]. These methods share similar features, and the focus of this paper will be placed on the XFEM. By enhancing the solution space of the standard FEM with discontinuous and asymptotic functions via a local partition of unity [25], the XFEM alleviates the need for conforming meshes and, meanwhile, attains satisfactory representation of singular near-tip fields. Owing to the overwhelming popularity of XFEM, the efficient and accurate extraction of SIFs from XFEM systems becomes an important topic in linear elastic fracture mechanics.The J-integral method and its variants [9-13] provide highly accurate ways to estimate SIFs and have been employed in the XFEM framework [26,27]. A different approach that extends the stiffness derivative method [5] to the XFEM was proposed by Waisman [28]. It was found that the stiffness derivative can be computed in an analytical manner with the use of XFEM, alleviating the error associated with the finite difference method proposed originally. In other words, the error inherent in finite perturbations of meshes utilized in the classical method can completely be avoided. Pereira and Duarte [29] has applied the superconvergent extraction methods [30] to compu...