| 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 | 334 | 2013 |
| 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 | 49 | 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 | 45 | 2014 |
| Calibration of nonlocal models for tensile fracture in quasi-brittle heterogeneous materials D Xenos, D Grégoire, S Morel, P Grassl Journal of the Mechanics and Physics of Solids 82, 48-60, 2015 | 37 | 2015 |
| Comparison of nonlocal and crack-band damage-plasticity approaches for modelling the failure of reinforced concrete structures D Xenos, P Grassl | 2 | 2014 |
| Nonlocal modelling of fracture in heterogeneous quasi-brittle materials D Xenos University of Glasgow, 2015 | | 2015 |
| Corrigendum to “CDPM2: A damage-plasticity approach to modelling the failure of concrete, International Journal of Solids and Structures 50 (24), 3805-3816” P Grassl, D Xenos, U Nyström, R Rempling, K Gylltoft | | |
| On the Calibration of Nonlocal Models for Tensile Fracture in Concrete P Grassl, D Xenos Computational Modeling of Fracture and Failure of Materials and Structures, 84, 0 | | |
