Inclusion of Randomness into SPH Simulations
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Jiří Kala | Filip Hokeš | Petr Král | Martin Hušek | P. Král | J. Kala | M. Hušek | Filip Hokeš
[1] Juraj Králik. Safety of Nuclear Power Plants against the Aircraft Attack , 2014 .
[2] W. Benz. Smooth Particle Hydrodynamics: A Review , 1990 .
[3] Zdeněk Kala,et al. Sensitivity and reliability analyses of lateral-torsional buckling resistance of steel beams , 2015 .
[4] Petr Hradil,et al. Verification of the elasto-plastic behavior of nonlinear concrete material models , 2016 .
[5] Jiří Kala,et al. Improved Element Erosion Function for Concrete-Like Materials with the SPH Method , 2016 .
[6] Jiří Kala,et al. Effect of the support domain size in SPH fracture simulations , 2016 .
[7] Guirong Liu,et al. Smoothed Particle Hydrodynamics: A Meshfree Particle Method , 2003 .
[8] Zdeněk Kala. Influence of partial safety factors on design reliability of steel structures ‐ probability and fuzzy probability assessments , 2007 .
[9] Juraj Králik,et al. Numerical Analysis of the Exterior Explosion Effects on the Buildings with Barriers , 2013 .
[10] Juraj Králik. Optimal Design of NPP Containment Protection Against Fuel Container Drop , 2013 .
[11] Yvonne D Murray,et al. Users Manual for LS-DYNA Concrete Material Model 159 , 2007 .
[12] Roger P Bligh,et al. Evaluation of LS-DYNA Concrete Material Model 159 , 2007 .
[13] Jiri Kala,et al. Sensitivity analysis of the effect of initial imperfections on the (i) ultimate load and (ii) fatigue behaviour of steel plate girders , 2005 .
[14] Jiri Kala,et al. Nonlinear numerical simulation of a fracture test with use of optimization for identification of material parameters , 2022 .