A well‐conditioned and optimally convergent XFEM for 3D linear elastic fracture
By Konstantinos Agathos, Eleni N. Chatzi, Stéphane P.A. Bordas, D. Talaslidis. 2016
60 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering, Computational Mechanics, Mechanics of Materials
View Paper: https://www.semanticscholar.org/paper/48ffecb4ced2f1f248546641fe71ef78ec4dad06
How researchers see this paper
The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.
In Civil and Structural Engineering
- Pierre Kerfriden
- Elena Atroshchenko
- Xuan Peng
- Stéphane P.A. Bordas
- Xiaoying Zhuang
- Timon Rabczuk
- Charles E. Augarde
In Computational Mechanics
- Pierre Kerfriden
- Elena Atroshchenko
- Xuan Peng
- Stéphane P.A. Bordas
- Timon Rabczuk
- Hung Nguyen-Xuan
- Trung Nguyen-Thoi
- Xiaoying Zhuang
In Mechanics of Materials
- Pierre Kerfriden
- Elena Atroshchenko
- Xuan Peng
- Stéphane P.A. Bordas
- Timon Rabczuk
- Trung Nguyen-Thoi
- Hung Nguyen-Xuan
- Xiaoying Zhuang
Citations in the corpus
- Isogeometric boundary element methods for three dimensional static fracture and fatigue crack growth (2017, methodology): “This flexibility simplifies local adaptive processes, as the regenerated mesh need not conform to the crack faces [19–21] does not come for free, as (1) numerical integration requires special attention [22–24]; (2) optimal convergence requires enriching a volume independent of the mesh size, thereby”