We present a general methodology to evaluate the mass moments of two-dimensional
domains and axisymmetric solids made of functionally graded materials. The approach …

We study the implementation of Stable Unbonded Fiber-Reinforced Elastomeric Isolators
(SU-FREI) for the seismic protection of a typical historical masonry construction from Puglia …

Understanding asymptotics of gradient components in relation to the symmetrized gradient
is important for the analysis of buckling of slender structures. For circular cylindrical shells …

In this paper, we continue the development of mathematically rigorous theory of “near-flip”
buckling of slender bodies of arbitrary geometry, based on hyperelasticity. In order to …

In the Mediterranean basin, coniferous reforestation mainly comprises forest stands highly
susceptible to fires. When silvicultural treatments have not been performed for decades after …

In recent years, great attention has been focused by the scientific community on the study
and implementation of monitoring systems in urban and suburban areas for fire prevention …

Consider a cylinder (not necessarily of circular cross-section) that is composed of a
hyperelastic material and which is stretched parallel to its axis of symmetry. Suppose that the …

A procedure for obtaining a lower bound estimate of the critical load for arbitrary
incompressible hyperelastic solids is presented. By considering a lower bound estimate for …

We study the possibility of toroidal twist-like bifurcations for an isotropic Levinson–Burgess
compressible elastic tube subject to a pure circular shear. We intend to model forms of …

The work shows an experimental and numerical investigation on the dynamic identification
of damage in slender masonry structures using the innovative remote sensing technique of …