Damage-plastic model for concrete failure P Grassl, M Jirásek International journal of solids and structures 43 (22-23), 7166-7196, 2006 | 728 | 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 | 353 | 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 | 296 | 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 | 285 | 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 | 241 | 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 | 231 | 2012 |
Plastic model with non‐local damage applied to concrete P Grassl, M Jirásek International Journal for Numerical and Analytical Methods in Geomechanics …, 2006 | 195 | 2006 |
A lattice approach to model flow in cracked concrete P Grassl Cement and Concrete Composites 31 (7), 454-460, 2009 | 145 | 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 | 135 | 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 | 116 | 2004 |
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 | 108 | 2015 |
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 | 107 | 2008 |
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 | 104 | 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 | 64 | 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 | 64 | 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 | 61 | 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 | 56 | 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 | 50 | 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 | 44 | 2016 |
Evaluation of nonlocal approaches for modelling fracture near nonconvex boundaries P Grassl, D Xenos, M Jirásek, M Horák International Journal of Solids and Structures 51 (18), 3239-3251, 2014 | 44 | 2014 |