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Peter Grassl
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Damage-plastic model for concrete failure
P Grassl, M Jirásek
International journal of solids and structures 43 (22-23), 7166-7196, 2006
7632006
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
3822013
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
3112002
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
2912010
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
2532010
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
2342012
Plastic model with non‐local damage applied to concrete
P Grassl, M Jirásek
International Journal for Numerical and Analytical Methods in Geomechanics …, 2006
2032006
A lattice approach to model flow in cracked concrete
P Grassl
Cement and Concrete Composites 31 (7), 454-460, 2009
1482009
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
1402008
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
1182004
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
1122008
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
1102015
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
1062009
Three-dimensional network model for coupling of fracture and mass transport in quasi-brittle geomaterials
P Grassl, J Bolander
Materials 9 (9), 782, 2016
662016
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
662015
Lattice modelling of corrosion induced cracking and bond in reinforced concrete
P Grassl, T Davies
Cement and Concrete Composites 33 (9), 918-924, 2011
612011
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
592004
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
522016
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
472016
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
452017
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