Continuum modeling of periodic brickwork

By G. Salerno, G. de Felice. 2009

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Generalized continua and non‐homogeneous boundary conditions in homogenisation methods (2011, background): “Cosserat approaches are particularly well-suited to describe the effective behaviour of civil engineering and granular materials, as shown in [5, 27, 47, 50].”
A limit analysis approach based on Cosserat continuum for the evaluation of the in-plane strength of discrete media: Application to masonry (2017, unknown): “…makes Cosserat-continuum-based models particularly well suited for the description of the mechanical behaviour of masonry structures and preferable, in this sense, with respect to models based on the Cauchy (Salerno and de Felice, 2009) or the second gradient continuum (Trovalusci and Pau, 2014).”
Modeling Strategies for the Computational Analysis of Unreinforced Masonry Structures: Review and Classification (2019, background): “Salerno and de Felice [219] investigated on the accuracy of various identification schemes for Cauchy and Cosserat continua, showing that micro-polar continuum better reproduces the discrete solutions, in the case of non-periodic deformation states, due to its capability to take scale effects into…”