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Elena Benvenuti
Elena Benvenuti
Altri nomiE. Benvenuti
Engineering Department, University of Ferrara
Email verificata su unife.it - Home page
Titolo
Citata da
Citata da
Anno
One-dimensional nonlocal and gradient elasticity: Closed-form solution and size effect
E Benvenuti, A Simone
Mechanics Research Communications 48, 46-51, 2013
1992013
A regularized XFEM framework for embedded cohesive interfaces
E Benvenuti
Computer Methods in Applied Mechanics and Engineering 197 (49-50), 4367-4378, 2008
1102008
A regularized XFEM model for the transition from continuous to discontinuous displacements
E Benvenuti, A Tralli, G Ventura
International Journal for Numerical Methods in Engineering 74 (6), 911-944, 2008
892008
Equivalent polynomials for quadrature in Heaviside function enriched elements
G Ventura, E Benvenuti
International Journal for Numerical Methods in Engineering 102 (3-4), 688-710, 2015
822015
A thermodynamically consistent nonlocal formulation for damaging materials
E Benvenuti, G Borino, A Tralli
European Journal of Mechanics-A/Solids 21 (4), 535-553, 2002
792002
Diameter-dependent elastic properties of carbon nanotube-polymer composites: Emergence of size effects from atomistic-scale simulations
M Malagù, M Goudarzi, A Lyulin, E Benvenuti, A Simone
Composites Part B: Engineering 131, 260-281, 2017
582017
An implicit gradient type of static failure criterion for mixed-mode loading
R Tovo, P Livieri, E Benvenuti
International Journal of fracture 141, 497-511, 2006
572006
Extended virtual element method for the Laplace problem with singularities and discontinuities
E Benvenuti, A Chiozzi, G Manzini, N Sukumar
Computer Methods in Applied Mechanics and Engineering 356, 571-597, 2019
562019
One-dimensional nonlocal elasticity for tensile single-walled carbon nanotubes: a molecular structural mechanics characterization
M Malagù, E Benvenuti, A Simone
European Journal of Mechanics-A/Solids 54, 160-170, 2015
502015
A new 3D experimentally consistent XFEM to simulate delamination in FRP-reinforced concrete
E Benvenuti, N Orlando, D Ferretti, A Tralli
Composites Part B, 2016
482016
Delamination of FRP-reinforced concrete by means of an extended finite element formulation
E Benvenuti, O Vitarelli, A Tralli
Composites Part B: Engineering 43 (8), 3258-3269, 2012
472012
XFEM with high-order material-dependent enrichment functions for stress intensity factors calculation of interface cracks using Irwin’s crack closure integral
Y Wang, C Cerigato, H Waisman, E Benvenuti
Engineering Fracture Mechanics 178, 148-168, 2017
452017
Simulation of finite-width process zone in concrete-like materials by means of a regularized extended finite element model
E Benvenuti, A Tralli
Computational Mechanics 50, 479-497, 2012
442012
Extended virtual element method for two-dimensional linear elastic fracture
E Benvenuti, A Chiozzi, G Manzini, N Sukumar
Computer Methods in Applied Mechanics and Engineering 390, 114352, 2022
322022
Advanced XFEM Simulation of Pull-out and Debonding of Steel Bars and FRP-Reinforcements in Concrete Beams
N Orlando, E Benvenuti
American Journal of Engineering and Applied Sciences 9 (3), 746-754, 2016
302016
Variationally consistent eXtended FE model for 3D planar and curved imperfect interfaces
E Benvenuti, G Ventura, N Ponara, A Tralli
Computer Methods in Applied Mechanics and Engineering 267, 434-457, 2014
302014
Iterative LCP solvers for non‐local loading–unloading conditions
E Benvenuti, A Tralli
International Journal for Numerical Methods in Engineering 58 (15), 2343-2370, 2003
302003
Mesh-size-objective XFEM for regularized continuous–discontinuous transition
E Benvenuti
Finite elements in analysis and design 47 (12), 1326-1336, 2011
292011
XFEM with equivalent eigenstrain for matrix–inclusion interfaces
E Benvenuti
Computational Mechanics 53 (DOI 10.1007/s00466-013-0938-4), 893-908, 2014
282014
Failure of FRP-strengthened SFRC beams through an effective mechanism-based regularized XFEM framework
E Benvenuti, N Orlando
Composite structures 172, 345-358, 2017
262017
Il sistema al momento non può eseguire l'operazione. Riprova più tardi.
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