Element-free Galerkin methods for dynamic fracture in concrete
By Ted Belytschko, D. Organ, C. Gerlach. 2000
214 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering, Mechanics of Materials
View Paper: https://www.semanticscholar.org/paper/5d25c9755f272c644c7cb57d35455f1ced8f39e1
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
- Marc Duflot
- Goangseup Zi
- Timon Rabczuk
- Ted Belytschko
- Nicolas Moës
- Reza Behrou
- Matthew Lawry
In Mechanics of Materials
- Timon Rabczuk
- Stéphane P.A. Bordas
- Ted Belytschko
- Goangseup Zi
- Marc Duflot
- Xiaoying Zhuang
- Nicolas Moës
- Carlos Armando Duarte
Citations in the corpus
- Strong discontinuity embedded approach with standard SOS formulation: Element formulation, energy-based crack-tracking strategy, and validations (2015, background): “According to [45,46], β = 1 is well-suited for quasi-brittle materials such as concrete.”
- A grain level model for the study of failure initiation and evolution in polycrystalline brittle materials. Part I: Theory and numerical implementation (2003, methodology): “Theses include meshless methods (Belytschko et al., 1996, 2000; Belytschko and Tabbara, 1996), extended finite element methods, (Belytschko et al., 2001), atomistic modeling of fracture (Abraham et al., 1994, 1998; Gao, 1996; Gumbsch et al., 1997), and the avail- ability of massively parallel…”
- An XFEM/CZM based inverse method for identification of composite failure parameters (2015, background): “Among alternatives, XFEM [13–16,19] removes these drawbacks and enhances the accuracy without re-meshing requirements.”
- The extended finite element method for dynamic fractures (2005, methodology): “The velocity boundary condition at the loading point is chosen to be the same as in the EFG simulation by [28].”
- A meshless method with enriched weight functions for three‐dimensional crack propagation (2006, methodology): “The method is used in Reference [16] for dynamic fracture in concrete.”
- Level set topology optimization of structural problems with interface cohesion (2017, methodology): “Numerical simulation of interface phenomena may be carried out through different approaches, such as the boundary element formulation [28], the element free Galerkin method [29], and the finite element formulation [30].”
- Extended finite element method for cohesive crack growth (2002, methodology): “[7], a meshless approach (element-free galerkin) is used to model cohesive crack growth under dynamic loading.”