Discrete element modelling of concrete submitted to dynamic loading at high strain rates
By Sebastien Hentz, Frederic Victor Donze, Laurent Daudeville. 2004
313 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering, Materials Chemistry
View Paper: https://www.semanticscholar.org/paper/a2d1bdea200ddb914558de6eeffdc217f8e894f0
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In Civil and Structural Engineering
In Materials Chemistry
Citations in the corpus
- A bonded-particle model for cemented sand (2013, methodology): “The DEM [18] has already been used for modeling of cohesive materials, like concrete [19–21], asphalt [22,23], hard rock [24], and cemented sands [15,25–27].”
- Numerical Investigation of Dynamic Rock Fracture Toughness Determination Using a Semi-Circular Bend Specimen in Split Hopkinson Pressure Bar Testing (2016, methodology): “2005), induced seismicity (Hazzard and Young 2004), dynamic loading at a high rate (Hentz et al. 2004), etc.”
- Numerical Simulation of the Rock SHPB Test with a Special Shape Striker Based on the Discrete Element Method (2014, methodology): “In addition, because PFC uses an explicit approach to solve the equations of motion, it can be conveniently used in dynamic simulations (Hentz et al. 2004; Hazzard and Young 2004).”
- A bond model for DEM simulation of cementitious materials and deformable structures (2014, background): “The influence of strain rate on behaviour and dynamic loading has also been investigated [19-21], including the impact of missiles on concrete beams studied in 2D [22].”