Modelling of elastic continua using a grillage of structural elements based on discrete element concepts

By D. V. Griffiths, G. Mustoe. 2001

179 citations recorded by the source corpus.

How researchers see this paper

The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.

Elastically-homogeneous lattice models of damage in geomaterials (2017, unknown): “Various remedies have been proposed [29,16,8,19,13].”
Meso-scale approach to modelling the fracture process zone of concrete subjected to uniaxial tension (2009, background): “(7) depends on model parameters E and γ, which control Young’s modulus and Poisson’s ratio of the material [19].”
A lattice approach to model flow in cracked concrete (2008, background): “(5) where E and γ are model parameters controlling both the Young’s modulus and Poisson’s ratio of the material [13].”
Discrete element method for modelling solid and particulate materials (2007, unknown): “Equations (15) and (16) were also obtained by Griffiths and Mustoe [22].”
Meso-scale modelling of the size effect on the fracture process zone of concrete (2011, background): “depends on model parameters E and γ, which control Young’s modulus and Poisson’s ratio of the equivalent continuum (Griffiths and Mustoe, 2001).”
Influence of aggregate size and volume fraction on shrinkage induced micro-cracking of concrete and mortar (2008, background): “(6) where E and γ are model parameters controlling both the Young’s modulus and Poisson’s ratio of the 127 material [11].”
A 3D distinct lattice spring model for elasticity and dynamic failure (2011, methodology): “82% stiffer than the analytical solution, whereas the discrete model in [32] with similar resolution provided an error around 10–15%.”