| Cohesive crack model description of ductile to brittle size-scale transition: dimensional analysis vs. renormalization group theory A Carpinteri, P Cornetti, F Barpi, S Valente Engineering fracture mechanics 70 (14), 1809-1839, 2003 | 127 | 2003 |
| Numerical simulation of prenotched gravity dam models F Barpi, S Valente Journal of Engineering Mechanics 126 (6), 611-619, 2000 | 92 | 2000 |
| Impact behaviour of concrete: a computational approach F Barpi Engineering Fracture Mechanics 71 (15), 2197-2213, 2004 | 65 | 2004 |
| Creep and fracture in concrete: a fractional order rate approach F Barpi, S Valente Engineering Fracture Mechanics 70 (5), 611-623, 2002 | 58 | 2002 |
| The cohesive frictional crack model applied to the analysis of the dam-foundation joint F Barpi, S Valente Engineering Fracture Mechanics 77 (11), 2182-2191, 2010 | 48 | 2010 |
| Modeling water penetration at dam-foundation joint F Barpi, S Valente Engineering Fracture Mechanics 75 (3-4), 629-642, 2008 | 45 | 2008 |
| A fractional order rate approach for modeling concrete structures subjected to creep and fracture F Barpi, S Valente International Journal of Solids and structures 41 (9-10), 2607-2621, 2004 | 41 | 2004 |
| Size-effects induced bifurcation phenomena during multiple cohesive crack propagation F Barpi, S Valente International Journal of Solids and Structures 35 (16), 1851-1861, 1998 | 37 | 1998 |
| Cellular-automata model for dense-snow avalanches F Barpi, M Borri-Brunetto, LD Veneri Journal of Cold Regions Engineering 21 (4), 121-140, 2007 | 33 | 2007 |
| A new experimental snow avalanche test site at Seehore peak in Aosta Valley (NW Italian Alps)—part I: conception and logistics M Maggioni, M Freppaz, E Ceaglio, D Godone, D Viglietti, E Zanini, ... Cold Regions Science and Technology 85, 175-182, 2013 | 30 | 2013 |
| Numerical modelling of ground-tunnel support interaction using bedded-beam-spring model with fuzzy parameters F Barpi, M Barbero, D Peila Gospodarka Surowcami Mineralnymi 27, 71-87, 2011 | 29 | 2011 |
| Lifetime evaluation of concrete structures under sustained post-peak loading F Barpi, S Valente Engineering fracture mechanics 72 (16), 2427-2443, 2005 | 29 | 2005 |
| Lifetime of concrete dam models under constant loads F Barpi, G Ferrara, L Imperato, S Valente Materials and Structures 32, 103-111, 1999 | 28 | 1999 |
| Analysis of fracture mechanics tests on Opalinus Clay S Valente, C Fidelibus, S Loew, M Cravero, G Iabichino, F Barpi Rock mechanics and rock engineering 45, 767-779, 2012 | 27 | 2012 |
| Fracture mechanics characterization of an anisotropic geomaterial F Barpi, S Valente, M Cravero, G Iabichino, C Fidelibus Engineering Fracture Mechanics 84, 111-122, 2012 | 26 | 2012 |
| Healing of snow surface-to-surface contacts by isothermal sintering EA Podolskiy, M Barbero, F Barpi, G Chambon, M Borri-Brunetto, ... The Cryosphere 8 (5), 1651-1659, 2014 | 25 | 2014 |
| Influence of the tunnel shape on shotcrete lining stresses F Barpi, D Peila Computer‐Aided Civil and Infrastructure Engineering 27 (4), 260-275, 2012 | 24 | 2012 |
| Fuzzy parameters analysis of time‐dependent fracture of concrete dam models F Barpi, S Valente International journal for numerical and analytical methods in geomechanics …, 2002 | 23 | 2002 |
| A new experimental snow avalanche test site at Seehore peak in Aosta Valley (NW Italian Alps)—part II: engineering aspects M Barbero, F Barpi, M Borri-Brunetto, E Bovet, B Chiaia, V De Biagi, ... Cold Regions Science and Technology 86, 14-21, 2013 | 18 | 2013 |
| An innovative bio-engineering retaining structure for supporting unstable soil G Bella, M Barbero, F Barpi, M Borri-Brunetto, D Peila Journal of Rock Mechanics and Geotechnical Engineering 9 (2), 247-259, 2017 | 17 | 2017 |
Monica Barberopolitecnico di TorinoVerified email at polito.it
