A simplified mesh‐free method for shear bands with cohesive surfaces
By Timon Rabczuk, Pedro Areias, Ted Belytschko. 2007
254 citations recorded by the source corpus.
Subfields: Computational Mechanics, Mechanics of Materials
View Paper: https://www.semanticscholar.org/paper/6edf0ffc9e7b48119236ee1a6517a1c28184639d
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In Computational Mechanics
- Timon Rabczuk
- Hung Nguyen-Xuan
- Stéphane P.A. Bordas
- Trung Nguyen-Thoi
- N. Nguyen‐Thanh
- Xiaoying Zhuang
- Guirong Liu
- Goangseup Zi
In Mechanics of Materials
- Timon Rabczuk
- Stéphane P.A. Bordas
- Hung Nguyen-Xuan
- Trung Nguyen-Thoi
- N. Nguyen‐Thanh
- Guirong Liu
- Xiaoying Zhuang
- Goangseup Zi
Citations in the corpus
- Micromechanics based second gradient continuum theory for shear band modeling in cohesive granular materials following damage elasticity (2012, background): “…following references (Simo et al., 1993; Simo and Oliver, 1994; Larsson et al., 1996; Armero and Garikipati, 1995, 1996; Oliver et al., 1997, 1998, 1999; Regueiro et al., 1998; Regueiro and Borja, 1999; Borja et al., 2000; Rabczuk et al., 2000; Samaniego and Belytschko, 2005; Callari et al., 2010).”
- Phase field modelling of crack propagation, branching and coalescence in rocks (2018, unknown): “…method (Rabczuk et al. 2008a, Chau-Dinh et al. 2012, Vu-Bac et al. 2013) and specific meshfree methods (Rabczuk et al. 2007a, Rabczuk and Zi 2007, Rabczuk et al. 2007b, 2008a, Rabczuk and Samaniego 2008, Rabczuk et al. 2008b, Amiri et al. 2014a) are classical representatitves of the first class.”
- A node-based smoothed finite element method with stabilized discrete shear gap technique for analysis of Reissner–Mindlin plates (2010, methodology): “have combined the strain smoothing technique [19] used in meshfree methods [20–27] into the finite element method using quadrilateral elements to formulate a cell/element-based smoothed finite element method (SFEM or CS-FEM) [28–30] for 2D solids.”
- A three-dimensional meshfree method for continuous multiple-crack initiation, propagation and junction in statics and dynamics (2007, unknown): “[42], Xu and Needleman [54].”
- iGIMP: An implicit generalised interpolation material point method for large deformations (2017, unknown): “[∆F ] deformation gradient increment [∆Fn+1] = [1] + [ ∂∆un+1 ∂X̃ ] (31)”