Numerical predictions of ballistic limits for concrete slabs using a modified version of the HJC concrete model

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Research progress on the dynamic compressive properties of ultra-high performance concrete under high strain rates (2021, methodology): “The function R is only defined in the sector 0 h π /3, since the polar radius R ( θ , e ) extends to all polar directions 0 < h < 2 π using threefold symmetry [150].”
Further investigation on the dynamic compressive strength enhancement of concrete-like materials based on split Hopkinson pressure bar tests. Part I: Experiments (2009, methodology): “…employ DIF data and formulae as the dynamic compressive strength in uniaxial stress state to define the strain-rate effect on the compressive strength of concrete-like materials in corresponding constitutive models [e.g. Barpi(2004), Tham(2006), Katayama et al(2007), Polanco-Loria et al(2008)].”