Modelling dynamic failure of concrete with meshfree methods

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A three-dimensional plasticity-damage constitutive model for timber under cyclic loads (2018, background): “When further loads are applied, the micro-cracks grow and their coalescence produce macro-cracks zones and irreversible damage [11, 18].”
Modifications of RHT material model for improved numerical simulation of dynamic response of concrete (2010, background): “In the high-impulsive load realm, a few examples of using numerical simul ation to investigate the effects of the complex response of concrete under ballistic impact and explosion can be found in [1-4] with either user-developed codes or commercial hydrocode s such as AUTODYN [5] and LSDYNA [6].”
A Node-Based Smoothed eXtended Finite Element Method (NS-XFEM) for Fracture Analysis (2011, methodology): “…the meshfree method has been successful in modeling static and dynamic fracture in 2-dimensions and 3-dimensions performed in [Rabczuk and Belytschko (2004); Rabczuk and Areias (2006); Rabczuk and Eilb (2006); Rabczuk and Belytschko (2007); Rabczuk and Bordas (2007); Rabczuk and Samaniego (2008)].”