On the Portevin–Le Chatelier effect: theoretical modeling and numerical results E Rizzi, P Hähner International Journal of Plasticity 20 (1), 121-165, 2004 | 305 | 2004 |
On the formulation of anisotropic elastic degradation. I. Theory based on a pseudo-logarithmic damage tensor rate I Carol, E Rizzi, K Willam International Journal of Solids and Structures 38 (4), 491-518, 2001 | 274 | 2001 |
Mechanical behavior of a syntactic foam: experiments and modeling E Rizzi, E Papa, A Corigliano International Journal of Solids and Structures 37 (40), 5773-5794, 2000 | 228 | 2000 |
A unified theory of elastic degradation and damage based on a loading surface I Carol, E Rizzi, K Willam International journal of solids and structures 31 (20), 2835-2865, 1994 | 207 | 1994 |
Spatiotemporal analysis of Portevin–Le Châtelier deformation bands: theory, simulation, and experiment P Hähner, A Ziegenbein, E Rizzi, H Neuhäuser Physical review B 65 (13), 134109, 2002 | 192 | 2002 |
Experimental characterization and numerical simulations of a syntactic-foam/glass-fibre composite sandwich A Corigliano, E Rizzi, E Papa Composites Science and Technology 60 (11), 2169-2180, 2000 | 192 | 2000 |
On the formulation of anisotropic elastic degradation.: II. Generalized pseudo-Rankine model for tensile damage I Carol, E Rizzi, K Willam International Journal of Solids and Structures 38 (4), 519-546, 2001 | 124 | 2001 |
Localization analysis of elastic degradation with application to scalar damage E Rizzi, I Carol, K Willam Journal of Engineering Mechanics 121 (4), 541-554, 1995 | 114 | 1995 |
On the kinematics of Portevin–Le Chatelier bands: theoretical and numerical modelling P Hähner, E Rizzi Acta Materialia 51 (12), 3385-3397, 2003 | 107 | 2003 |
Optimum tuning of Tuned Mass Dampers for frame structures under earthquake excitation J Salvi, E Rizzi Structural Control and Health Monitoring 22 (4), 707-725, 2015 | 105 | 2015 |
Model updating of a historic concrete bridge by sensitivity-and global optimization-based Latin Hypercube Sampling R Ferrari, D Froio, E Rizzi, C Gentile, EN Chatzi Engineering Structures 179, 139-160, 2019 | 88 | 2019 |
Output-only modal dynamic identification of frames by a refined FDD algorithm at seismic input and high damping F Pioldi, R Ferrari, E Rizzi Mechanical Systems and Signal Processing 68, 265-291, 2016 | 82 | 2016 |
An enhanced Johnson–Cook strength model for splitting strain rate and temperature effects on lower yield stress and plastic flow L Gambirasio, E Rizzi Computational Materials Science 113, 231-265, 2016 | 78 | 2016 |
On failure indicators in multidissipative materials E Rizzi, G Maier, K Willam International journal of solids and structures 33 (20-22), 3187-3214, 1996 | 77 | 1996 |
Optimum tuned mass dampers under seismic soil-structure interaction J Salvi, F Pioldi, E Rizzi Soil Dynamics and Earthquake Engineering 114, 576-597, 2018 | 76 | 2018 |
On the calibration strategies of the Johnson–Cook strength model: Discussion and applications to experimental data L Gambirasio, E Rizzi Materials Science and Engineering: A 610, 370-413, 2014 | 66 | 2014 |
Universal analytical solution of the steady-state response of an infinite beam on a Pasternak elastic foundation under moving load D Froio, E Rizzi, FMF Simões, AP Da Costa International Journal of Solids and Structures 132, 245-263, 2018 | 65 | 2018 |
Analytical and numerical DDA analysis on the collapse mode of circular masonry arches E Rizzi, F Rusconi, G Cocchetti Engineering Structures 60, 241-257, 2014 | 52 | 2014 |
On the analysis of minimum thickness in circular masonry arches G Cocchetti, G Colasante, E Rizzi Applied Mechanics Reviews 64 (5), 050802, 2011 | 51 | 2011 |
An ‘extended’volumetric/deviatoric formulation of anisotropic damage based on a pseudo-log rate I Carol, E Rizzi, K Willam European Journal of Mechanics-A/Solids 21 (5), 747-772, 2002 | 51 | 2002 |