Extended finite element method with edge-based strain smoothing (ESm-XFEM) for linear elastic crack growth
By Lei Chen, Timon Rabczuk, Stéphane P.A. Bordas, Guirong Liu, K. Zeng, Pierre Kerfriden. 2012
256 citations recorded by the source corpus.
Subfields: Computational Mechanics, Mechanics of Materials
View Paper: https://www.semanticscholar.org/paper/42e337eb3ebd6726d16cca24dcd54c198673ab29
How researchers see this paper
The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.
In Computational Mechanics
- Xiaoying Zhuang
- Stéphane P.A. Bordas
- Timon Rabczuk
- E. Ooi
- Shuwei Zhou
- Sundararajan Natarajan
- Cosmin Anitescu
- Marino Arroyo
In Mechanics of Materials
- Timon Rabczuk
- Stéphane P.A. Bordas
- Xiaoying Zhuang
- Shuwei Zhou
- Sundararajan Natarajan
- E. Ooi
- Cosmin Anitescu
- F. Amiri
Citations in the corpus
- XLME interpolants, a seamless bridge between XFEM and enriched meshless methods (2014, methodology): “There is a growing interest in modeling fracture mechanics with enrichment functions combined with meshless methods [14, 15, 16], isogeometric analysis [17], or strain-smoothed FEM [18, 19].”
- Phase-field modeling of fracture in linear thin shells (2014, unknown): “However, despite the advances made in modeling fracture for solid bodies [1, 2, 3, 4, 5], fracture in thin bodies remains a challenge due to the complex interplay between cracks and the shell kinematics and geometry.”
- Phase-field modeling of fluid-driven dynamic cracking in porous media (2019, methodology): “Typical discrete approaches exploit remeshing techniques as in [5–8], extended finite element method (XFEM) [9, 10], phantom-node method [11–13], cohesive element method [14, 15] or element-erosion method [16, 17].”
- Virtual and smoothed finite elements: A connection and its application to polygonal/polyhedral finite element methods (2015, methodology): “Recently, the strain smoothing method was combined with enrichment methods in [10, 37] to model problems with strong discontinuities and singularities.”