3D non-linear behavior of masonry arch bridges

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Mechanical properties and numerical modeling of Fabric Reinforced Cementitious Matrix (FRCM) systems for strengthening of masonry structures (2014, methodology): “As well known, for brittle materials bending behavior of the interfaces may have a dependence on in-plane compression and such feature is taken into account in the code by means of the approximate procedure described in detail in [21,22], where the reader is referred to for further details.”
A review of experimental investigations and assessment methods for masonry arch bridges (2016, background): “More recently, Milani and Lourenço (2012) proposed a 3D modelling approach, developed with a non-commercial software, with eight-noded parallelepiped FEs separated by non-linear interfaces accounting for crack opening and deterioration (Figure 18(b)).”