Bostjan Brank
Bostjan Brank
E-mailová adresa ověřena na: fgg.uni-lj.si
Název
Citace
Citace
Rok
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
1051995
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
931997
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
892002
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
602000
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
592010
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
582001
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
521998
Nonlinear shell models with seven kinematic parameters
B Brank
Computer methods in applied mechanics and engineering 194 (21-24), 2336-2362, 2005
502005
On the relation between different parametrizations of finite rotations for shells
B Brank, A Ibrahimbegovic
Engineering Computations, 2001
482001
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
442006
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
422013
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
352014
A family of shear-deformable shell finite elements for composite structures
B Brank, E Carrera
Computers & Structures 76 (1-3), 287-297, 2000
352000
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
342013
Dynamics and time-stepping schemes for elastic shells undergoing finite rotations
B Brank, J Korelc, A Ibrahimbegović
Computers & structures 81 (12), 1193-1210, 2003
302003
On boundary layer in the Mindlin plate model: Levy plates
B Brank
Thin-walled structures 46 (5), 451-465, 2008
252008
Stress resultant plasticity for shells revisited
J Dujc, B Brank
Computer Methods in Applied Mechanics and Engineering 247, 146-165, 2012
242012
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
232010
Quadrilateral finite element with embedded strong discontinuity for failure analysis of solids
J Dujc, B Brank, A Ibrahimbegović
Computer Modeling in Engineering and Sciences 69 (3), 223-260, 2010
232010
On path-following methods for structural failure problems
A Stanić, B Brank, J Korelc
Computational Mechanics 58 (2), 281-306, 2016
182016
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Články 1–20