Confinement-Shear Lattice Model for Concrete Damage in Tension and Compression: I. Theory

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A 3D distinct lattice spring model for elasticity and dynamic failure (2011, background): “[12] pointed out that the bending of beams is not a characteristic of the physical phenomena in the microstructure.”
Effect of aggregate structure on fracture process in concrete using 2D lattice model (2007, methodology): “In the second type model (called particle model) [ 14 ,43], the lattice struts connecting adjacent particles transmit axial and shear forces.”
Lattice Discrete Particle Model (LDPM) for failure behavior of concrete. I: Theory (2011, methodology): “Computationally less demanding are the meso-scale models [5, 17, 19] in which the basic material components, whole aggregate pieces and the layer of mortar matrix between them, are modeled through discrete elements (either lattice elements or discrete particles) but are themselves not discretized on”
A multiscale quasicontinuum method for dissipative lattice models and discrete networks (2014, background): “…in the lattice interactions by e.g. using plasticity (Kato et al., 1997; Desphande et al., 2001; Arnoux et al., 2002; Bronkhorst, 2003; Chen and Baker, 2003; Mohr, 2005; Doyoyo and Hu, 2006; Silberstein et al., 2012; Beex et al., 2013; Wilbrink et al., 2013) or damage (Cusatis et al., 2003).”