Crack propagation modelling using an advanced remeshing technique

By Pierre-Olivier Bouchard, F. Bay, Y. Chastel, I. Tovena. 2000

285 citations recorded by the source corpus.

Subfields: Mechanical Engineering, Mechanics of Materials

View Paper: https://www.semanticscholar.org/paper/6099c8d42ad7b6f649ba64ea5040c26ce1d29eff

How researchers see this paper

The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.

In Mechanical Engineering

1. Francis Tin-Loi
2. Natarajan Sukumar
3. J. Bi
4. Ming Cai
5. Q. Qian
6. Chongmin Song
7. A. Tabarraei
8. P. Kaiser

In Mechanics of Materials

1. E. Ooi
2. Francis Tin-Loi
3. Chongmin Song
4. Sundararajan Natarajan
5. Natarajan Sukumar
6. Zhenjun Yang
7. A. Tabarraei
8. Xiaoping Zhou

Citations in the corpus

• Numerical Simulation Of The Brazilian Test And The Tensile Strength Of Anisotropic Rocks And Rocks With Pre-Existing Cracks (2004, methodology): “Re-mesh techniques are used to update the mesh following the crack extension (Bouchard et al., 2000).”
• Polygon scaled boundary finite elements for crack propagation modelling (2012, methodology): “[8] and Rashid [42] as shown in Figure 15.”
• Extended finite element method on polygonal and quadtree meshes (2008, result): “The X-FEM crack paths are in agreement with the results presented in the literature [45,46].”
• The 3D Numerical Simulation for the Propagation Process of Multiple Pre-existing Flaws in Rock-Like Materials Subjected to Biaxial Compressive Loads (2016, background): “However, for FEM, it is difficult to model large deformations and the propagation of cracks due to its remeshing feature (Bouchard et al. 2000; Liang et al. 2012; Paluszny and Matthai 2009; Wu and Wong 2012).”