A second-order continuum model to represent the non-local behaviour field of periodic masonry is presented. The overall elastic moduli and inertia terms of the second-order equivalent continuum are obtained by a computational homogenization procedure. Characteristic lengths and dispersive waves are analysed and some features of the material response are discussed.
Multi-scale modelling of periodic masonry: size effects, characteristic lengths and dispersive waves
Bacigalupo A;
2011-01-01
Abstract
A second-order continuum model to represent the non-local behaviour field of periodic masonry is presented. The overall elastic moduli and inertia terms of the second-order equivalent continuum are obtained by a computational homogenization procedure. Characteristic lengths and dispersive waves are analysed and some features of the material response are discussed.File in questo prodotto:
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