Over-nonlocal gradient enhanced plastic-damage model for concrete

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An implicit tensorial gradient plasticity model - formulation and comparison with a scalar gradient model (2011, background): “These gradient enhancements are generally utilized to avoid mesh dependency issues during softening (e.g. Peerlings et al., 1996; Engelen et al., 2003; Poh and Swaddiwudhipong, 2009) and have 0020-7683/$ - see front matter 2011 Elsevier Ltd.”
Ductility of 3D printed concrete reinforced with short straight steel fibers (2018, background): “Non-local/gradient enhanced softening models (Peerlings et al. 1998; Poh and Swaddiwudhipong 2009) are more appropriate in the latter situation.”