| On implementation of a nonlinear four node shell finite element for thin multilayered elastic shells B Brank, FB Damjanić, D Perić Computational Mechanics 16 (5), 341-359, 1995 | 121 | 1995 |
| On large deformations of thin elasto‐plastic shells: implementation of a finite rotation model for quadrilateral shell element B Brank, D Perić, FB Damjanić International Journal for Numerical Methods in Engineering 40 (4), 689-726, 1997 | 114 | 1997 |
| Nonlinear shell problem formulation accounting for through-the-thickness stretching and its finite element implementation B Brank, J Korelc, A Ibrahimbegović Computers & structures 80 (9-10), 699-717, 2002 | 111 | 2002 |
| Embedded discontinuity finite element formulation for failure analysis of planar reinforced concrete beams and frames M Jukić, B Brank, A Ibrahimbegović Engineering Structures 50, 115-125, 2013 | 108 | 2013 |
| Multi-scale computational model for failure analysis of metal frames that includes softening and local buckling J Dujc, B Brank, A Ibrahimbegovic Computer Methods in Applied Mechanics and Engineering 199 (21-22), 1371-1385, 2010 | 78 | 2010 |
| Stress resultant geometrically exact form of classical shell model and vector‐like parameterization of constrained finite rotations A Ibrahimbegovic, B Brank, P Courtois International Journal for Numerical Methods in Engineering 52 (11), 1235-1252, 2001 | 73 | 2001 |
| Nonlinear shell models with seven kinematic parameters B Brank Computer methods in applied mechanics and engineering 194 (21-24), 2336-2362, 2005 | 68 | 2005 |
| Multilayered shell finite element with interlaminar continuous shear stresses: a refinement of the Reissner–Mindlin formulation B Brank, E Carrera International Journal for Numerical Methods in Engineering 48 (6), 843-874, 2000 | 66 | 2000 |
| On non‐linear dynamics of shells: implementation of energy‐momentum conserving algorithm for a finite rotation shell model B Brank, L Briseghella, N Tonello, FB Damjanić International journal for numerical methods in engineering 42 (3), 409-442, 1998 | 65 | 1998 |
| On the relation between different parametrizations of finite rotations for shells B Brank, A Ibrahimbegovic Engineering Computations 18 (7), 950-973, 2001 | 57 | 2001 |
| Failure analysis of reinforced concrete frames by beam finite element that combines damage, plasticity and embedded discontinuity M Jukić, B Brank, A Ibrahimbegovic Engineering structures 75, 507-527, 2014 | 55 | 2014 |
| Shape optimization of truss-stiffened shell structures with variable thickness M Kegl, B Brank Computer methods in applied mechanics and engineering 195 (19-22), 2611-2634, 2006 | 52 | 2006 |
| Stress‐hybrid quadrilateral finite element with embedded strong discontinuity for failure analysis of plane stress solids J Dujc, B Brank, A Ibrahimbegovic International journal for numerical methods in engineering 94 (12), 1075-1098, 2013 | 45 | 2013 |
| A family of shear-deformable shell finite elements for composite structures B Brank, E Carrera Computers & Structures 76 (1-3), 287-297, 2000 | 37 | 2000 |
| Dynamics and time-stepping schemes for elastic shells undergoing finite rotations B Brank, J Korelc, A Ibrahimbegović Computers & structures 81 (12), 1193-1210, 2003 | 36 | 2003 |
| Model updating of seven-storey cross-laminated timber building designed on frequency-response-functions-based modal testing B Kurent, B Brank, WK Ao Structure and Infrastructure Engineering 19 (2), 178-196, 2023 | 35 | 2023 |
| Stress resultant plasticity for shells revisited J Dujc, B Brank Computer Methods in Applied Mechanics and Engineering 247, 146-165, 2012 | 35 | 2012 |
| On path-following methods for structural failure problems A Stanić, B Brank, J Korelc Computational Mechanics 58, 281-306, 2016 | 34 | 2016 |
| 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 |
| Quadrilateral finite element with embedded strong discontinuity for failure analysis of solids J Dujc, B Brank, A Ibrahimbegovic Computer Modeling in Engineering and Sciences 69 (3), 223, 2010 | 33 | 2010 |
