Vector level sets for description of propagating cracks in finite elements
By Giulio Ventura, Elisa Budyn, Ted Belytschko. 2003
225 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering, Mechanics of Materials
View Paper: https://www.semanticscholar.org/paper/fa04eaf4f64908fd12a2a183c5786f19e21e5065
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
- Stéphane P.A. Bordas
- Timon Rabczuk
- Goangseup Zi
- Ted Belytschko
- Xiaoying Zhuang
- Marc Duflot
- Soheil Mohammadi
- Thomas-Peter Fries
In Mechanics of Materials
- Stéphane P.A. Bordas
- Timon Rabczuk
- Ted Belytschko
- Goangseup Zi
- Xiaoying Zhuang
- Konstantinos Agathos
- Eleni N. Chatzi
- D. Talaslidis
Citations in the corpus
- A well‐conditioned and optimally convergent XFEM for 3D linear elastic fracture (2016, background): “Consequently, any of the available possibilities can be used such as level sets [16, 17, 48], vector level sets [49], or a hybrid explicit implicit representation [50].”
- The extended/generalized finite element method: An overview of the method and its applications (2010, methodology): “[192, 189] in the context of enriched methods and two-dimensional applications.”
- Hydro‐mechanical modeling of cohesive crack propagation in multiphase porous media using the extended finite element method (2013, methodology): “The technique has been applied in crack problems, including crack growth with frictional contact [23], cohesive crack growth [24, 25], stationary and growing cracks [26], three-dimensional crack propagation [27] and dynamic cohesive crack propagation [28].”
- Dynamic crack propagation analysis of orthotropic media by the extended finite element method (2009, methodology): “They have been successfully implemented in the XFEM codes and can be used for quasi-static or dynamic crack evolution problems (Ventura et al. 2003).”
- Thermo-hydro-mechanical modeling of impermeable discontinuity in saturated porous media with X-FEM technique (2012, methodology): “The X-FEM was originally applied in mesh-independent crack propagation problems, including: the crack growth with frictional contact [33], cohesive crack propagation [34–36], stationary and growing cracks [37] and three-dimensional crack propagation [38].”
- Spatially adaptive techniques for level set methods and incompressible flow (2006, background): “In particular, several attempts have been made at extending the method to handle objects of higher codimension [9, 48, 17], there has been interesting work on inverse problems [10], and a few authors have combined level sets with finite element methods in order to accurately describe cracks and frac”
- Extended Voronoi cell finite element model for multiple cohesive crack propagation in brittle materials (2006, methodology): “behind tip. A vector level set method has been developed in References [48, 49 ] to freeze the crack surface in accordance with geometric updating.”
- Extended meshfree methods without branch enrichment for cohesive cracks (2007, methodology): “The recently developed XFEM has been proven to be an efficient tool for fracture problems.”
- A simple method for crack growth in mixed mode with X-FEM (2012, methodology): “This technique has been reused and adapted later (Guidault et al., 2008; Ventura et al., 2003).”
- A review of extended/generalized finite element methods for material modeling (2009, background): “The effects of the size of the crack tip enrichment domain has been studied by Ventura et al. [109], Laborde et al. [64] and Béchet et al. [8].”
- Enhanced blending elements for XFEM applied to linear elastic fracture mechanics (2009, methodology): “A common way of selecting the nodes that have to be enriched for modelling the crack is to apply the level set method (LSM) [4, 5].”