Simulation of high velocity concrete fragmentation using SPH/MLSPH

By Timon Rabczuk, J. Eibl. 2003

266 citations recorded by the source corpus.

Subfields: Computational Mechanics, Materials Chemistry, Mechanics of Materials

View Paper: https://www.semanticscholar.org/paper/5577bfd486da4e7d79f9d476de42be4758cb40f5

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In Computational Mechanics

In Materials Chemistry

In Mechanics of Materials

Citations in the corpus

A geometrically non-linear three-dimensional cohesive crack method for reinforced concrete structures (2008, unknown): “To model the concrete, we used a linear elasticity for the tension and a continuum scalar damage model for the compression [38].”
Smooth particle hydrodynamics: status and future potential (2007, unknown): “2005), turbulence (Monaghan, 2002) and solid fragmentation (Libersky et al., 1997; Parshikov et al., 2000; Rabczuk and Eibl, 2003).”
Meshfree Methods: Progress Made after 20 Years (2017, unknown): “…and fragment-impact problems (Johnson et al. 1996; Li et al. 2012, 2013; Libersky et al. 1997; Ma et al. 2009; Parks et al. 2008; Rabczuk and Belytschko 2007; Rabczuk and Eibl 2003; Rabczuk et al. 2004; Randles and Libersky 1996; Ren and Li 2010; Silling and Askari 2005; Zhang et al. 2006).”
Cracking particles: a simplified meshfree method for arbitrary evolving cracks (2004, methodology): “We also ran these computations with the model described in [47] and the bilinear cohesive traction law but the differences were marginal though the computational cost is higher.”
A three dimensional large deformation meshfree method for arbitrary evolving cracks (2007, methodology): “2 Viscous damage model A strain rate dependent damage-plasticity model for concrete proposed by Rabczuk and Eibl [39] is used for concrete.”
Application of Particle Methods to Static Fracture of Reinforced Concrete Structures (2006, background): “Details can be found in Rabczuk and Eibl (2003) .”
Fracture modeling using meshless methods and level sets in 3D: Framework and modeling (2012, methodology): “dynamic fracture [17], crack propagation [18] and damage mechanics [19].”
Stable particle methods based on Lagrangian kernels (2004, methodology): “The constitutive model for concrete is a combined damage plasticity model as proposed in Rabczuk and Eibl [40].”
A new SPH-based approach to simulation of granular flows using viscous damping and stress regularisation (2017, methodology): “Accordingly, the Jaumann rate which gives an objective measure of the stress rate was adopted for the formulation (Libersky et al. 1993; Randles and Libersky 1996; Borja 2013): σ : J ¼ σ: − ωσ: − σ:ωT ð13Þ with ω being the spin rate tensor.”
Grain-Based Discrete Element Method (GB-DEM) Modelling of Multi-scale Fracturing in Rocks Under Dynamic Loading (2018, methodology): “In recent decades, mesh-free methods (Ren and Li 2012) and smooth particle hydrodynamic methods (SPH) (Rabczuk and Eibl 2003) have been applied to reveal the fracturing and fragmentation of brittle materials in the context of continuum frame.”