论文信息 - Effect of the support domain size in SPH fracture simulations - 字舞流文

Effect of the support domain size in SPH fracture simulations

Jiří Kala | Filip Hokeš | Petr Král | Martin Hušek

[1] Zdeněk Kala. Global sensitivity analysis in stability problems of steel frame structures , 2016 .

[2] J. Ožbolt,et al. Dynamic fracture of concrete L-specimen: Experimental and numerical study , 2015 .

[3] Jiří Kala,et al. Improved Element Erosion Function for Concrete-Like Materials with the SPH Method , 2016 .

[4] Jiri Kala,et al. Nonlinear numerical simulation of a fracture test with use of optimization for identification of material parameters , 2022 .

[5] Petr Hradil,et al. Verification of the elasto-plastic behavior of nonlinear concrete material models , 2016 .

[6] Zdeněk Kala,et al. Reliability analysis of the lateral torsional buckling resistance and the ultimate limit state of steel beams with random imperfections , 2015 .

[7] Juraj Králik. Optimal Design of NPP Containment Protection Against Fuel Container Drop , 2013 .