Dynamics of prestressed elastic lattices: homogenization, instabilities, and strain localization
Giovanni Bordiga, Luigi Cabras, Andrea Piccolroaz, Davide Bigoni

TL;DR
This paper investigates the dynamic behavior and instabilities of prestressed elastic lattices, using homogenization and perturbation methods to understand strain localization and design implications for architected materials under extreme loads.
Contribution
It introduces a homogenization approach for prestressed elastic lattices, linking macro- and micro-instabilities to strain localization and enabling design of materials with tailored instability features.
Findings
Homogenized elastic response derived from Floquet-Bloch asymptotics.
Loss of strong ellipticity coincides with macro-bifurcation.
Micro-instabilities exhibit explosive, non-localized modes.
Abstract
A lattice of elastic Rayleigh rods organized in a parallelepiped geometry can be axially loaded up to an arbitrary amount without distortion and then be subject to incremental time-harmonic dynamic motion. At certain threshold levels of axial load, the grillage manifests instabilities and displays non-trivial axial and flexural incremental vibrations. Floquet-Bloch wave asymptotics is used to homogenize the in-plane mechanical response, so to obtain an equivalent prestressed elastic solid subject to incremental time-harmonic vibration, which includes, as a particular case, the incremental quasi-static response. The equivalent elastic solid is obtained from its acoustic tensor, directly derived from homogenization and shown to be independent of the rods' rotational inertia. Loss of strong ellipticity in the equivalent continuum coincides with macro-bifurcation in the lattice, while…
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