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The use of recycled concrete aggregates is very attractive from the point of view of reducing concrete production costs and of sustainability. A peculiar origin of such aggregates is that of demolitions of pre-existing concrete buildings. Scope of this work is to analyse the challenging aspects of recycled aggregates modeling in concrete mixtures and to define a procedure to cope with them. Particularly, numerical analyses dealing with the mechanical behaviour of concrete mixtures made ofdoi:10.5281/zenodo.4059443 fatcat:z4adswgtzbb7djgiortyqv3inq