Research Areas

- Computational Mechanics
- Multiscale Mechanics of Materials and Structures
- Composite Materials and Structures
- Innovative Materials and Structures for Civil Engineering
- Seismic Engineering
- Simulation and Characterization of the Dynamic Response of Materials and Structures
- Structural Optimization

Active Research Projects (The Adobe Flash Player browser plugin is needed to view animated content)

Multiscale modeling and simulation of materials and structures
In recent years, I have worked on multiscale approaches to fracture and solid mechanics at the University of Salerno (Unisa, link), and the Graduate Aerospace Laboratories (GALCIT, link) of the California Institute of Technology (Caltech), within the Computational Mechanics Group directed by Michael Ortiz (link) and the Center for Advanced Computing Research (link). I have contributed to the formulation and numerical implementation of a variational method that represents a continuous body through an equivalent and unconventional truss structure (Lumped Stress Method or LSM, LSM 1, LSM 2, LSM 3, LSM 4). The LSM establishes a link between continuum and discrete mechanics, and considers the approximating truss structure as the support of singular (or lumped) stresses, which approximate the stress field of the background medium. I have also worked on multiscale approaches to fracture mechanics based on the reformulation of the classical Griffith energy criterion for brittle fracture within the mathematical framework of free discontinuity problems. Free discontinuity problems are those problems of calculus of variations where solutions can exhibit discontinuity points and their jump sets are a priori unknown. In fracture mechanics, the free discontinuities describe the crack path of the body. The latter and the displacement field are determined through minimization of a suitable energy functional, which is composed of competing bulk and surface terms. Energy minimization allows prediction of both nucleation and growth of cracks. A first computational approach that I have worked on employs finite element models incorporating discontinuous interface elements (strong discontinuity approach, FREE DISCONTINUITY 1, FREE DISCONTINUITY 2). In such models, the computation of the crack path turns into energy-driven mesh optimization. Optimal conditions apply, in general, to both the geometry and the topology of the mesh. A second approach approximates the energy functional with a family of functionals depending on a small parameter and two fields: the displacement field and an eigendeformation field that describes the fractures that occur in the body (weak discontinuity or smeared crack approach, EIGENFRACTURE). Specifically, the eigendeformations allow the displacement field to develop jumps that cost no local elastic energy. I have also worked on Local Maximum-Entropy (LME) approaches to membrane networks (MEMBRANES 1, MEMBRANES 2, MEMBRANES 3, MEMBRANES 4); and discrete-to-continuum models of carbon nanotube foams (CNT 1, CNT 2, CNT 3, CNT 4, CNT 5). Future work in this area includes the formulation of concurrent discrete-continuum approaches to the mechanical modeling of materials and structures across different length- and time-scales; mixed approaches combining the finite element method with discrete element methods; and discrete to continuum approaches to multiphysics simulations based on quansicontinuum methods and LME shape functions.

Eigenfracture approach to variational fracture: espilon-neighborhood technique to correct mesh dependency (left), and mixed mode I-II example (right) (paper).

Lumped stress model of a cracked body (left) and limiting stress field (right) (paper).

Lumped stress model of a masonry vault (paper).

Design, modeling, manufacturing and testing of innovative lattice structures
I am currently working on the computational design, maunfacturing and experimentation of a variety of periodic lattices, and foam-like structures at macro, micro, and nanoscales, such as, e.g., granular systems (GRANULAR 1, GRANULAR 2, GRANULAR 3, GRANULAR 4), carbon nanotube (CNT) foams and multilayered CNT structures (CNT 1, CNT 2, CNT 3, CNT 4, CNT 5), and tensegrity materials and structures (TENSEGRITY 1, TENSEGRITY 2, TENSEGRITY 3, TENSEGRITY 4). I have carried out such studies at Unisa, Caltech and UCSD. My research interests are focused on periodic arrays of particles/units featuring a variety of special mechanical behaviors, which include: extreme values of mass/stiffness/strength parameters, mechanical waves control, wave steering and directional behaviors. In the near future, my research is aimed at deepening the fundamental understanding of lattice mechanics, and its application to the design, modeling, and manufacturing of innovative multiscale materials and structures. Lattice structures will be employed at different scales, to form cellular solids; devices; fibers and fabrics; and building-scale structures. An additional goal of this research consists of applying mechanical metamaterials in engineering fields where current knowledge of such systems is only partial, like, e.g., civil engineering and sustainable construction (ITALY-USA project)).
A modeling research line of this researchwill study the effects of internal and external prestress on nonlinear lattice mechanics, with the aim of designing arbitrary lattice behaviors. Material-scale applications of multiscale lattices will deal with novel dynamic devices and hierarchical composite materials. A structure-scale application will exploit lattices with morphing abilities to design adaptable envelopes for energy efficient buildings The present research line will lead to the computational design, modeling, and fabrication of new materials and structures, using innovative concepts. Use will be made of 3D printing technologies such as multiscale additive manufacturing of tensegrity structures through electron beam melting, laser lithography and/or projection micro-stereolithography. Particularly interesting is the use of 3D micro-fabrication technologies for the manufacturing of miniaturized tensegrity structures. Such a technology could be used as a swellable material allowing selected elements to be pretensioned (cables), and a material without swelling for the compressive members (in collaboration with Chiara Daraio at the ETH, link; Vitali Nesterenko at the UCSD, link; Nicholas Boechler at the University of Washington, link; and Howon Lee at the Rutgers University, link).

Softening response of a thick tensegrity prism.

Propagation of a rarafaction wave in a precompressed tensegrity lattice featuring elastic softenining.

Computer modeling (left) and additive manufacturing via electron beam melting (right) of physical models of tensegrity lattices in titanium alloy Ti6Al4V
(in collaboration with the Mercury Centre for Advanced Manufacturing Technology & Production, University of Sheffield, UK)

Use of lattice structures for the design of novel mechanical metamaterials
The nascent field of mechanical and acoustic metamaterials, defined as engineered lattice materials that feature unconventional behaviors mainly derived by the geometry of their microstructure, rather than from their chemical composition, is growing rapidly and attracting increasing attention from many research areas - including acoustics, aerospace and mechanical engineering, medical diagnosis and remote sensing, sound and heat control . Today, there is an urgent need for advanced studies exploring the engineering potential of such materials, and practical methods for their fabrication.
My research in this area aims at designing novel versions of pentamode materials: artificial structural crystals showing shear moduli markedly smaller than the bulk modulus. Novel systems will be designed to control the soft modes of these pentamode materials, through the tuning of the bending moduli of members and junctions, and/or the insertion of struts or prestressed cables within pentamode lattices.
Actuated pentamode metamaterials will be constructed and tested as seismic base-isolation devices, profiting from the low and adjustable shear moduli of such systems. In addition, pentamode materials will be experimentally used as components of new-generation seismic dampers
Physical models of such devices will be manufactured through novel additive manufacturing techniques (3D printing in polymeric and metallic materials). An experimental validation phase will investigate the mechanical response and the control of such models. It will lead to an evaluation of the scalability of the proposed solutions, and the associated economic benefits.

Use of pentamode lattices to design innovative seismic isolators: pentamode module and 3D printed pentamode lattices (left); dynamics of a pentamode isolator (right) (presentation).

Innovative materials for sustainable civil engineering
Interest in effective recycling of solid waste in different industrial sectors has grown considerably since the 1990s. Over the last few years, I have conducted intensive research on the reinforcement of composite materials through filaments extruded from flakes of recycled polyethylene terephthalate (R-PET), and fibers manufactured from waste nylon fishing nets (R-NYLON). Such activity persuaded me to investigate the thermo-mechanical properties and the durability of R-PET fiber-reinforced concretes (RPETFRC 1, RPETFRC 2) as well as R-PET and R-NYLON fiber reinforced cementitiuos mortars (RPETFRCM, RNYLONFRCM). I plan to extend these research activities in the near future by conducting theoretical and experimental studies on sustainable composites that incorporate natural materials (pumice, cellulose, carbon, cotton, coconut, agave, jute, etc.), and/or a variety of materials produced through transformation of industrial waste. The optimal design of the above materials will search for the optimal volume fractions of component materials, and the best combinations of size, aspect, mechanical strengths, and thermal properties of reinforcing elements. Multi-objective optimization algorithms for HPC systems will be employed in association with laboratory tests, combining mechanic, thermal, acoustic, and functional performance functions..

Left: Reinforcing particle with multiscale geometry (patent), Center: Cutting of R-PET reinforcing fibers from post-consumer bottles (paper), Right: Use of waste nylon fishing nets for mortar reinforcement (paper).

Four-point bending test on R-PET fiber-reinforced concrete (RPETFRC 1).

Multiscale modelling of carbon nantotube structures
I have extensively studied the mechanical properties of dense, vertically aligned carbon nanotube (CNT) assemblies subject to compressive loading, starting with a mechanical model directly inspired by the micromechanical response reported experimentally for such structures. Infinitesimal portions of the tubes are represented by collections of bistable elastic springs. Under cyclic loading, the proposed model predicts switching between different elastic phases, hysteretic buckling, material densification, and fatigue damage. The continuum limit of the microscopic response leads to a mesoscopic dissipative element (micro-meso transition), which describes a finite portion of the structure. A series of mesoscopic units finally describes the macroscopic response of the CNT structure (CNT 1, CNT 3, CNT 5). In situ identification procedures have been proposed to quantify the material parameters corresponding to the microscopic (CNT 4) and mesoscopic scales (CNT 2). The mechanical modeling of CNT assemblies is a necessary first step toward the construction of lightweight multilayer CNT-based laminar composites with tailored collapse and energy-dispersive properties. Additional future work in this area will include the study of the acoustic response CNT structures and their use of novel acoustic metamaterials.

Left: Hysteretic response of a non-uniform chain of bistable springs (CNT 5). Right: Multiscale modeling of layered structures based on carbon nanotube arrays (CNT 2).

Nonlinear dynamics of composite materials and structures
At GALCIT I have helped to construct a virtual shock facility for computing the mechanical response of a variety of target materials under dynamic loadings, including loadings produced by blast and ballistic events. This research program was hosted at the Center for Simulating the Dynamic Response of Materials, an ASCI/ASAP Center of Excellence at the California Institute of Technology. I have contributed to the development of a continuum framework including viscoelastic, elastic-plastic and cohesive models in finite strain kinematics for use in stress analysis, damage prediction, and fracture/ fragmentation simulation under dynamic loading of composite structures incorporating shock mitigation devices based on soft materials (IMPACT PAPER). Applications to be pursued comprise optimal design and assessment of a variety of structures under dynamic loading, such as polymer-steel sandwich plates; innovative protective helmets including honeycomb materials, polymers, or foam padding; virtual testing of motorbike helmets and other protective tools; multilayered coatings; structures under wave and flood slamming; seismic response of structures; optimization of crash and impact performance of materials and structures.

Left: Simulation of a ballistic impact on a steel plate (with fragmentation). Right: Ballistic impact on a steel plate reinforced with a polyurea layer (no fragmentation, cf. IMPACT PAPER).

Form-finding problems and integrated structural optimization
I have investigated the form-finding of lumped stress models of no-tension structures (e.g., masonry structures, LSM 3, LSM 4); structural optimization techniques based on genetic algorithms and evolutionary strategies (GA optimization paper); and the parametric design of tensegrity structures (Tensegrity bridge paper 1, Tensegrity bridge paper 2). In the future, I plan to employ LSM to carry out studies on the form-finding and shape optimization of lightweight material structures. A first line of research will focus on the design of no-tension shapes of structural surfaces via polyhedral stress functions. Such strategies will allow the use of thin geometries for lightweight roof structures, domes, and vaults, including in the presence of limited material strength. A second research line will be the search for optimal truss network models of bridges, walls, or domes through mathematical programming techniques, evolutionary algorithms, and/or topology optimization strategies. The use of LSM models will lead to the parametric design and prototype fabrication of structural surfaces and vaulted structures. I will devote special attention to the optimal design of tensegrity structures incorporating steel, concrete, or wooden struts. The use of tensegrity architectures will lead to minimum mass shapes for single or multiple loading conditions. Optimization strategies based on self-similar subdivisions of basic modules will be employed, generating optimized tensegrity fractals with multiscale complexity.

Left: Tensgrity bridges with fractal architecture (Tensegrity bridge paper). Right: GA optimization of a truss bridge (GA optimization paper).

MRC special issue
The special issue of Mechanics Research Communications (MRC) MULTI-SCALE MODELING AND CHARACTERIZATION OF INNOVATIVE MATERIALS AND STRUCTURES, Edited by Fernando Fraternali and Anthony D. Rosato, has been published into Volume 58 of MRC (Pages 1-156, June 2014) (

JCOMB special issue
Fernando Fraternali, Luciano Feo and Robert E. Skelton announce that the special issue of Composites Part B: Engineering (JCOMB) titled COMPOSITE LATTICES AND MULTISCALE INNOVATIVE MATERIALS AND STRUCTURES, which is linked to the 2016 International Workshop on Multiscale Innovative Materials and Structures (MIMS16) held on October 28-30 in Cetara (Salerno), has been published into Volume 115 of JCOMB (Pages 1-504, April 2017) (