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Faculty of Civil and Geodetic Engineering
University of Ljubljana, Ljubljana, Slovenia
Selected Publications (for more see the link, Prof. Bostjan Brank):
Brank, B.; Perić, D.; Damjanić, F. B. 1993: A nonlinear four node shell element with explicit integration and elementary rotations. In: Kussmaul, K. F. (ed.): Proc. Trans. of the 12th Int. Conf. SMIRT, Vol. B, 153–158, Elsevier Science Publ.
Brank B., Peric D., Damjanic F. B., On implementation of a nonlinear four node shell finite element for thin multilayered elastic shells, Computational Mechanics 16, 1995, 341–359
Frano B. Damjanic, Bostjan Brank and Djordje Peric, “On elasto-plastic buckling analysis of cylindrical shells”, Chapter in Computational Mechanics ’95, pp 1565-1570, 1995
Brank B, Peric D. On large deformations of thin elasto-plastic shells: implementation of a finite rotation model for quadrateral shell element. International Journal for Numerical Methods in Engineering 1997; 40:689-726.
B. Brank, L. Briseghella, N. Tonello, F. B. Damjanic, On non-linear dynamics of shells, Implementation of energy-momentum conserving alhorithm for a finite rotation shell model, International Journal for Numerical Methods in Engineering 42, 409-442 (1998).
B. Brank, S. Mamouri, A. Ibrahimbegovic, Constrained finite rotations in dynamics of shells and Newmark implicit time- stepping schemes (submitted) 1999.
A. Ibrahimbegovic, B. Brank, P. Courtois, Stress resultant geometrically exact form of classical shell model and vector-like parametrization of constrained finite rotations (submitted) (1999).
A. Ibrahimbegovic, B. Brank, P. Courtois, Constrained finite rotations vector-like parameters for geometrically exact shells, In Proceedings of the European Conference on Computational Mechanics 1999, 285-299 (1999).
Brank B., Carrera E., A family of shear-deformable shell finite elements for composite structures, Computers & Structures 76, 2000, 287–297
Brank B., Carrera E., Multilayered shell finite element with interlaminar continuous stresses: a refinement of the Reissner-Mindlin formulation, Int. Journal for Numerical Methods in Engineering 48, 2000, 843–874
Adnan Ibrahimbegovic, Said Mamouri and Bostjan Brank, “Finite rotation shell elements for nonlinear statics and dynamics”, European Congress on Computational Methods in Applied Sciences and Engineering (ECCOMAS 2000), Barcelona, 11-14 September, 2000
B. Brank, A. Ibrahimbegovic and S. Mamouri (2000). Finite rotation shell elements for nonlinear static and dynamics analysis. In The Fourth International Colloquium on Computational of Shell & Spatial Structures, Chania-Crete, Greece.
Ibrahimbegovic A, Brank B, Courtois P. Stress resultant geometrically exact form of classical shell model and
vector-like parametrization of constrained finite rotations. Int J Numer Meth Eng 2001;52:1235–52.
Brank B, Ibrahimbegovic A. On the relation between different parametrizations of finite rotations for shells. Eng Comput 2001;18:950–73.
B. Brank, J. Korelc and A. Ibrahimbegovic (2002). Nonlinear shell problem formulation accounting for through-the-thickness stretching and its finite element implementation. Computers & Structures, 80, 699–717.
Brank, B., Korelc, J., Ibrahimbegovic, A.: Nonlinear shell models with seven kinematic parameters. Comput. Meth. Appl. M. 194, 2336–2362 (2002)
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