activity
20102025
most citedNumerical investigation of a particle system compared with first and second gradient continua: Deformation and fracture phenomena

31 citations · 45 across the 8 of their papers we have counts for

collaborators

8 papers

math.AP2025

Intermittency and Dissipation Regularity in Turbulence

Luigi De Rosa, Theodore D. Drivas, Marco Inversi +1

We lay down a geometric-analytic framework to capture properties of energy dissipation within weak solutions to the incompressible Euler equations. For solutions with spatial Besov…

math.AP2023★ 1 cited

On the Support of Anomalous Dissipation Measures

Luigi De Rosa, Theodore D. Drivas, Marco Inversi

By means of a unifying measure-theoretic approach, we establish lower bounds on the Hausdorff dimension of the space-time set which can support anomalous dissipation for weak solut…

cond-mat.soft2020★ 31 cited

Numerical investigation of a particle system compared with first and second gradient continua: Deformation and fracture phenomena

A. Battista, L. Rosa, L. Greco +1

A discrete system constituted of particles interacting by means of a centroid-based law is numerically investigated. The elements of the system move in the plane, and the range of…

hep-th2014

Casimir energy in a spherical surface within surface impedance approach: the Drude model

Luigi Rosa, Lucia Trozzo

The Casimir Energy of a spherical surface characterized by its surface impedance is calculated. The material properties of the boundary are described by means of the Drude model, s…

hep-th2012★ 3 cited

Casimir energy for a spherical boundary within the surface impedance approach: Obtaining negative values

Luigi Rosa

We compute the Casimir Energy of a spherical region using a Surface Impedance approach. We characterize the Surface Impedance of the boundary using plasma model. Exact analytical f…

math-ph2010★ 1 cited

A micro-structured continuum modelling compacting fluid-saturated grounds: the effects of pore-size scale parameter

F. dell'Isola, L. Rosa, C. Wozniak

The effect of a "pore-size" length-scale parameter l on compaction of grounds with fluid inclusions is studied. They are modelled as continua endowed with micro-structure by means…