“…Open problems and challenges that could be tackled in the next future include: (i) a careful analysis of the stiffness parameters used to characterize the elastic response of the whole beam in the largedeformation regime, and in general when de Saint-Venant estimate of stiffness parameters does not apply; such parameters should be related to the material constitutive parameters of the material constituting the meso-beams such as the Young and tangential moduli, and to geometrical parameters of the beams cross-section, as the area, the shear correction factor, and the moment of inertia; (ii) the development of functionally graded materials, meaning those materials having stiffness parameters which are varying along the beam axis; an extended campaign of numerical simulations might unveil new and exotic mechanical behaviors, see [48][49][50][51]; (iii) the development of continuum models, as those developed and exploited, e.g., in [52][53][54][55][56][57][58][59][60], aimed at describing for large displacements systems with many discrete elements of the type presented here; besides being useful in unveiling so-called emerging phenomena, continuum models could help in identifying stiffness parameters; (iv) the exploitation of the presented approach to provide a validation and insight into new and existing approaches for the extension of stability theory in classical elastic media to micromorphic, strain-gradient [61,62], and Cosserat media, see, e.g., [12,[63][64][65][66][67][68][69][70]; (v) the extension of the presented approach to problems where dynamics effects are non-negligible, see, e.g., [71][72][73], like those studied in the active control of vibrations [74]; (vi) the validation of continuum approaches to the study of plane and curved structures moulded as, e.g., shells and tubes, see [75][76][77...…”