Peter Grassl

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Milan JirásekCzech Technical University in PragueAdresse e-mail validée de fsv.cvut.cz
David GrégoireFull professor, University Pau & Pays AdourAdresse e-mail validée de univ-pau.fr
Gilles Pijaudier-CabotLFC-R UMR 5150, Univ Pau & Pays AdourAdresse e-mail validée de univ-pau.fr
Simon WheelerProfessor of Civil Engineering, Glasgow UniversityAdresse e-mail validée de glasgow.ac.uk
Dimitris XenosAdresse e-mail validée de mottmac.com
Domenico GallipoliProfessor of Geotechnical Engineering, University of Genoa, ItalyAdresse e-mail validée de unige.it
Kent GylltoftAdresse e-mail validée de chalmers.se
John BolanderCivil and Environmental Engineering, University of California, DavisAdresse e-mail validée de ucdavis.edu
Karin LundgrenProfessor in Concrete Structures, Chalmers University of TechnologyAdresse e-mail validée de chalmers.se
Zdenek BazantNorthwestern UniversityAdresse e-mail validée de northwestern.edu
Ignatios AthanasiadisResearch Associate, University of GlasgowAdresse e-mail validée de glasgow.ac.uk
Joosef LeppanenSenior LecturerAdresse e-mail validée de chalmers.se
Łukasz KaczmarczykUniversity of GlasgowAdresse e-mail validée de glasgow.ac.uk
Gianluca CusatisProfessor of Civil Engineering, Northwestern UniversityAdresse e-mail validée de northwestern.edu
Antonio GensProfessor, Universitat Politecnica de Catalunya (UPC), affiliated scientist at CIMNEAdresse e-mail validée de upc.edu
Luca SorelliDepartement of Civil Engineering and Water Engineering, Université LavalAdresse e-mail validée de gci.ulaval.ca
Mario Fafardprofesseur invité, Université LavalAdresse e-mail validée de gci.ulaval.ca

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Peter Grassl

University of Glasgow

Adresse e-mail validée de glasgow.ac.uk - Page d'accueil

damage fracture lattice computational mechanics durability


Titre Trier par citations Trier par année Trier par titre	Citée par Citée par	Année
Damage-plastic model for concrete failure P Grassl, M Jirásek International journal of solids and structures 43 (22-23), 7166-7196, 2006	763	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	382	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	311	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	291	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	253	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	234	2012
Plastic model with non‐local damage applied to concrete P Grassl, M Jirásek International Journal for Numerical and Analytical Methods in Geomechanics …, 2006	203	2006
A lattice approach to model flow in cracked concrete P Grassl Cement and Concrete Composites 31 (7), 454-460, 2009	148	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	140	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	106	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	66	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	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	59	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	52	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	47	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	45	2017

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