Closed form solution for a nonlocal elastic bar in tension AA Pisano, P Fuschi International journal of Solids and Structures 40 (1), 13-23, 2003 | 208 | 2003 |
Nonlocal integral elasticity: 2D finite element based solutions AA Pisano, A Sofi, P Fuschi International Journal of Solids and Structures 46 (21), 3836-3849, 2009 | 136 | 2009 |
A nonhomogeneous nonlocal elasticity model C Polizzotto, P Fuschi, AA Pisano European Journal of Mechanics-A/Solids 25 (2), 308-333, 2006 | 85 | 2006 |
A strain-difference-based nonlocal elasticity model C Polizzotto, P Fuschi, AA Pisano International Journal of Solids and Structures 41 (9-10), 2383-2401, 2004 | 81 | 2004 |
Mechanically fastened joints in composite laminates: Evaluation of load bearing capacity AA Pisano, P Fuschi Composites Part B: Engineering 42 (4), 949-961, 2011 | 69 | 2011 |
Size effects of small-scale beams in bending addressed with a strain-difference based nonlocal elasticity theory P Fuschi, AA Pisano, C Polizzotto International Journal of Mechanical Sciences 151, 661-671, 2019 | 60 | 2019 |
A layered limit analysis of pinned-joints composite laminates: Numerical versus experimental findings AA Pisano, P Fuschi, D De Domenico Composites Part B: Engineering 43 (3), 940-952, 2012 | 54 | 2012 |
Plane stress problems in nonlocal elasticity: finite element solutions with a strain-difference-based formulation P Fuschi, AA Pisano, D De Domenico Journal of Mathematical Analysis and Applications 431 (2), 714-736, 2015 | 46 | 2015 |
A FE-based limit analysis approach for concrete elements reinforced with FRP bars D De Domenico, AA Pisano, P Fuschi Composite Structures 107, 594-603, 2014 | 45 | 2014 |
Finite element solutions for nonhomogeneous nonlocal elastic problems AA Pisano, A Sofi, P Fuschi Mechanics Research Communications 36 (7), 755-761, 2009 | 43 | 2009 |
Integral and differential approaches to Eringen's nonlocal elasticity models accounting for boundary effects with applications to beams in bending AA Pisano, P Fuschi, C Polizzotto ZAMM‐Journal of Applied Mathematics and Mechanics/Zeitschrift für Angewandte …, 2021 | 39 | 2021 |
Peak loads and failure modes of steel-reinforced concrete beams: Predictions by limit analysis AA Pisano, P Fuschi, D De Domenico Engineering Structures 56, 477-488, 2013 | 38 | 2013 |
Failure modes prediction of multi-pin joints FRP laminates by limit analysis AA Pisano, P Fuschi, D De Domenico Composites Part B: Engineering 46, 197-206, 2013 | 37 | 2013 |
A numerical approach for limit analysis of orthotropic composite laminates AA Pisano, P Fuschi International journal for numerical methods in engineering 70 (1), 71-93, 2007 | 34 | 2007 |
Strengthening of steel-reinforced concrete structural elements by externally bonded FRP sheets and evaluation of their load carrying capacity D De Domenico, P Fuschi, S Pardo, AA Pisano Composite Structures 118, 377-384, 2014 | 31 | 2014 |
A kinematic approach for peak load evaluation of concrete elements AA Pisano, P Fuschi, D De Domenico Computers & Structures 119, 125-139, 2013 | 30 | 2013 |
Peak load prediction of multi-pin joints FRP laminates by limit analysis AA Pisano, P Fuschi, D De Domenico Composite Structures 96, 763-772, 2013 | 30 | 2013 |
Direct methods for limit and shakedown analysis of structures P Fuschi, AA Pisano, D Weichert Springer, 2015 | 28 | 2015 |
One‐Dimensional Visco‐Elastoplastic Constitutive Model for Asphalt Concrete M Giunta, A Angela Pisano Multidiscipline Modeling in Materials and Structures 2 (2), 247-264, 2006 | 21 | 2006 |
Numerical limit analysis of steel-reinforced concrete walls and slabs AA Pisano, P Fuschi, D De Domenico Computers & Structures 160, 42-55, 2015 | 20 | 2015 |