| Novel anisotropic continuum‐discrete damage model capable of representing localized failure of massive structures: Part I: theoretical formulation and numerical implementation D Brancherie, A Ibrahimbegovic Engineering Computations 26 (1/2), 100-127, 2009 | 141 | 2009 |
| Combined hardening and softening constitutive model of plasticity: precursor to shear slip line failure A Ibrahimbegovic, D Brancherie Computational Mechanics 31 (1), 88-100, 2003 | 101 | 2003 |
| Prediction of crack pattern distribution in reinforced concrete by coupling a strong discontinuity model of concrete cracking and a bond‐slip of reinforcement model N Dominguez, D Brancherie, L Davenne, A Ibrahimbegović Engineering Computations 22 (5/6), 558-582, 2005 | 85 | 2005 |
| Modelling of reinforced‐concrete structures providing crack‐spacing based on X‐FEM, ED‐FEM and novel operator split solution procedure A Ibrahimbegovic, A Boulkertous, L Davenne, D Brancherie International Journal for Numerical Methods in Engineering 83 (4), 452-481, 2010 | 84 | 2010 |
| Novel anisotropic continuum‐discrete damage model capable of representing localized failure of massive structures: Part II: identification from tests under heterogeneous stress … A Kucerova, D Brancherie, A Ibrahimbegovic, J Zeman, Z Bittnar Engineering Computations 26 (1/2), 128-144, 2009 | 69 | 2009 |
| Combined continuum damage‐embedded discontinuity model for explicit dynamic fracture analyses of quasi‐brittle materials T Saksala, D Brancherie, I Harari, A Ibrahimbegovic International Journal for Numerical Methods in Engineering 101 (3), 230-250, 2015 | 57 | 2015 |
| Enriched Timoshenko beam finite element for modeling bending and shear failure of reinforced concrete frames NN Bui, M Ngo, M Nikolic, D Brancherie, A Ibrahimbegovic Computers & Structures 143, 9-18, 2014 | 54 | 2014 |
| Stress-resultant models for ultimate load design of reinforced concrete frames and multi-scale parameter estimates BH Pham, D Brancherie, L Davenne, A Ibrahimbegovic Computational Mechanics 51, 347-360, 2013 | 39 | 2013 |
| Coupled damage–plasticity model for cyclic loading: Theoretical formulation and numerical implementation B Ayhan, P Jehel, D Brancherie, A Ibrahimbegovic Engineering Structures 50, 30-42, 2013 | 36 | 2013 |
| On a consistent field transfer in non linear inelastic analysis and ultimate load computation D Brancherie, P Villon, A Ibrahimbegovic Computational Mechanics 42, 213-226, 2008 | 35 | 2008 |
| An embedded crack model for failure analysis of concrete solids J Dujc, B Brank, A Ibrahimbegovic, D Brancherie Computers & concrete 7 (4), 331-346, 2010 | 34 | 2010 |
| Modéles continus et" discrets" pour les problémes de localisation et de rupture fragile et/ou ductile D Brancherie École normale supérieure de Cachan-ENS Cachan, 2003 | 33 | 2003 |
| Digital image correlation technique: application to early fatigue damage detection in stainless steel M Risbet, P Feissel, T Roland, D Brancherie, JM Roelandt Procedia engineering 2 (1), 2219-2227, 2010 | 31 | 2010 |
| Softening behavior of quasi-brittle material under full thermo-mechanical coupling condition: Theoretical formulation and finite element implementation M Ngo, D Brancherie, A Ibrahimbegovic Computer Methods in Applied Mechanics and Engineering 281, 1-28, 2014 | 26 | 2014 |
| Model for localized failure with thermo-plastic coupling: theoretical formulation and ED-FEM implementation VM Ngo, A Ibrahimbegović, D Brancherie Computers & Structures 127, 2-18, 2013 | 26 | 2013 |
| Numerical modeling of dynamic rock fracture with a combined 3D continuum viscodamage‐embedded discontinuity model T Saksala, D Brancherie, A Ibrahimbegovic International Journal for Numerical and Analytical Methods in Geomechanics …, 2016 | 22 | 2016 |
| Probability based size effect representation for failure in civil engineering structures built of heterogeneous materials A Ibrahimbegovic, JB Colliat, M Hautefeuille, D Brancherie, S Melnyk Computational methods in stochastic dynamics, 291-313, 2011 | 22 | 2011 |
| Dynamics framework for 2D anisotropic continuum-discrete damage model for progressive localized failure of massive structures XN Do, A Ibrahimbegovic, D Brancherie Computers & Structures 183, 14-26, 2017 | 21 | 2017 |
| Stress resultant model for ultimate load design of reinforced-concrete frames: combined axial force and bending moment BH Pham, L Davenne, D Brancherie, A Ibrahimbegovic Computers and Concrete 7 (4), 303-315, 2010 | 20 | 2010 |
| Effect of surface defects on structure failure: a two-scale approach D Brancherie, M Dambrine, G Vial, P Villon European Journal of Computational Mechanics/Revue Européenne de Mécanique …, 2008 | 15 | 2008 |
