| Damage-plastic model for concrete failure P Grassl, M Jirásek International journal of solids and structures 43 (22-23), 7166-7196, 2006 | 777 | 2006 |
| CDPM2: A damage-plasticity approach to modelling the failure of concrete P Grassl, D Xenos, U Nyström, R Rempling, K Gylltoft International Journal of Solids and Structures 50 (24), 3805-3816, 2013 | 391 | 2013 |
| Concrete in compression: a plasticity theory with a novel hardening law P Grassl, K Lundgren, K Gylltoft International Journal of Solids and Structures 39 (20), 5205-5223, 2002 | 316 | 2002 |
| Meso-scale approach to modelling the fracture process zone of concrete subjected to uniaxial tension P Grassl, M Jirásek International Journal of Solids and Structures 47 (7-8), 957-968, 2010 | 295 | 2010 |
| Influence of aggregate size and volume fraction on shrinkage induced micro-cracking of concrete and mortar P Grassl, HS Wong, NR Buenfeld Cement and concrete research 40 (1), 85-93, 2010 | 258 | 2010 |
| Meso-scale modelling of the size effect on the fracture process zone of concrete P Grassl, D Grégoire, LR Solano, G Pijaudier-Cabot International Journal of Solids and Structures 49 (13), 1818-1827, 2012 | 238 | 2012 |
| Plastic model with non‐local damage applied to concrete P Grassl, M Jirásek International Journal for Numerical and Analytical Methods in Geomechanics …, 2006 | 208 | 2006 |
| A lattice approach to model flow in cracked concrete P Grassl Cement and Concrete Composites 31 (7), 454-460, 2009 | 150 | 2009 |
| Evaluation of directional mesh bias in concrete fracture simulations using continuum damage models M Jirásek, P Grassl Engineering Fracture Mechanics 75 (8), 1921-1943, 2008 | 143 | 2008 |
| Size effect on fracture energy induced by non‐locality M Jirásek, S Rolshoven, P Grassl International Journal for Numerical and Analytical Methods in Geomechanics …, 2004 | 118 | 2004 |
| A damage-plasticity interface approach to the meso-scale modelling of concrete subjected to cyclic compressive loading P Grassl, R Rempling Engineering Fracture Mechanics 75 (16), 4804-4818, 2008 | 112 | 2008 |
| On a 2D hydro-mechanical lattice approach for modelling hydraulic fracture P Grassl, C Fahy, D Gallipoli, SJ Wheeler Journal of the Mechanics and Physics of Solids 75, 104-118, 2015 | 110 | 2015 |
| Random lattice-particle simulation of statistical size effect in quasi-brittle structures failing at crack initiation P Grassl, ZP Bažant Journal of engineering mechanics 135 (2), 85-92, 2009 | 108 | 2009 |
| Three-dimensional network model for coupling of fracture and mass transport in quasi-brittle geomaterials P Grassl, J Bolander Materials 9 (9), 782, 2016 | 70 | 2016 |
| Mesoscale analysis of failure in quasi‐brittle materials: comparison between lattice model and acoustic emission data D Grégoire, L Verdon, V Lefort, P Grassl, J Saliba, JP Regoin, A Loukili, ... International Journal for Numerical and Analytical Methods in Geomechanics …, 2015 | 66 | 2015 |
| Lattice modelling of corrosion induced cracking and bond in reinforced concrete P Grassl, T Davies Cement and Concrete Composites 33 (9), 918-924, 2011 | 63 | 2011 |
| Modelling of dilation of concrete and its effect in triaxial compression P Grassl Finite elements in analysis and design 40 (9-10), 1021-1033, 2004 | 60 | 2004 |
| Modelling the failure of reinforced concrete with nonlocal and crack band approaches using the damage-plasticity model CDPM2 D Xenos, P Grassl Finite Elements in Analysis and Design 117, 11-20, 2016 | 55 | 2016 |
| Analysis of size effect on strength of quasi-brittle materials using integral-type nonlocal models P Havlásek, P Grassl, M Jirásek Engineering Fracture Mechanics 157, 72-85, 2016 | 48 | 2016 |
| Corrosion induced cracking modelled by a coupled transport-structural approach C Fahy, SJ Wheeler, D Gallipoli, P Grassl Cement and Concrete Research 94, 24-35, 2017 | 47 | 2017 |
Milan JirásekCzech Technical University in PragueAdresse e-mail validée de fsv.cvut.cz