Stanislav Sysala
Stanislav Sysala
Institute of Geonics of the Czech Academy of Sciences, Ostrava, Czech Republic
E-mailová adresa ověřena na: ugn.cas.cz
NázevCitaceRok
A TFETI domain decomposition solver for elastoplastic problems
M Čermák, T Kozubek, S Sysala, J Valdman
Applied Mathematics and Computation 231, 634-653, 2014
302014
Application of a modified semismooth Newton method to some elasto-plastic problems
S Sysala
Mathematics and Computers in Simulation 82 (10), 2004-2021, 2012
242012
Analysis of geosynthetic tubes filled with several liquids with different densities
J Malik, S Sysala
Geotextiles and Geomembranes 29 (3), 249-256, 2011
212011
Properties and simplifications of constitutive time‐discretized elastoplastic operators
S Sysala
ZAMM‐Journal of Applied Mathematics and Mechanics/Zeitschrift für Angewandte …, 2014
202014
Discretization and numerical realization of contact problems for elastic‐perfectly plastic bodies. PART II–numerical realization, limit analysis
M Cermak, J Haslinger, T Kozubek, S Sysala
ZAMM‐Journal of Applied Mathematics and Mechanics/Zeitschrift für Angewandte …, 2015
172015
Discretization and numerical realization of contact problems for elastic‐perfectly plastic bodies. PART I–discretization, limit analysis
S Sysala, J Haslinger, I Hlaváček, M Cermak
ZAMM‐Journal of Applied Mathematics and Mechanics/Zeitschrift für Angewandte …, 2015
172015
Unilateral elastic subsoil of Winkler’s type: Semi-coercive beam problem
S Sysala
Applications of Mathematics 53 (4), 347-379, 2008
162008
Guaranteed and computable bounds of the limit load for variational problems with linear growth energy functionals
J Haslinger, S Repin, S Sysala
Applications of Mathematics 61 (5), 527-564, 2016
152016
A reliable incremental method of computing the limit load in deformation plasticity based on compliance: Continuous and discrete setting
J Haslinger, S Repin, S Sysala
Journal of Computational and Applied Mathematics 303, 156-170, 2016
152016
Numerical modelling of semi-coercive beam problem with unilateral elastic subsoil of Winkler’s type
S Sysala
Applications of Mathematics 55 (2), 151-187, 2010
92010
Subdifferential‐based implicit return‐mapping operators in computational plasticity
S Sysala, M Cermak, T Koudelka, J Kruis, J Zeman, R Blaheta
ZAMM‐Journal of Applied Mathematics and Mechanics/Zeitschrift für Angewandte …, 2016
82016
Analysis of Äspö Pillar Stability Experiment: Continuous thermo-mechanical model development and calibration
R Blaheta, P Byczanski, M Čermák, R Hrtus, R Kohut, A Kolcun, J Malík, ...
Journal of Rock Mechanics and Geotechnical Engineering 5 (2), 124-135, 2013
72013
Computable majorants of the limit load in Hencky’s plasticity problems
S Repin, S Sysala, J Haslinger
Computers & Mathematics with Applications 75 (1), 199-217, 2018
62018
Matlab FEM package for elastoplasticity
M Cermák, S Sysala, J Valdman
52018
Total-FETI method for solving contact elasto-plastic problems
M Cermak, S Sysala
Domain Decomposition Methods in Science and Engineering XXI, 955-963, 2014
52014
Efficient and flexible MATLAB implementation of 2D and 3D elastoplastic problems
M Čermák, S Sysala, J Valdman
Applied Mathematics and Computation 355, 595-614, 2019
4*2019
Subdifferential‐based implicit return‐mapping operators in Mohr‐Coulomb plasticity
S Sysala, M Čermák, T Ligurský
ZAMM‐Journal of Applied Mathematics and Mechanics/Zeitschrift für Angewandte …, 2017
42017
Truncation and indirect incremental methods in Hencky’s perfect plasticity
S Sysala, J Haslinger
Mathematical Modelling in Solid Mechanics, 265-284, 2017
42017
Modeling of damage due to shrinkage in autoclaved aerated concrete
T Koudelka, J Kruis, S Sysala, M Vokáč
AIP Conference Proceedings 1648 (1), 090012, 2015
32015
Modified semismooth Newton method: numerical example
P Byczanski, S Sysala
Proceedings of seminar “SiMoNA, 24-30, 2009
32009
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Články 1–20