Issue 39

P. Král et alii, Frattura ed Integrità Strutturale, 39 (2017) 38-46; DOI: 10.3221/IGF-ESIS.39.05 46 [16] Hokeš, F., Kala, J., Krňávek, O., Nonlinear Numerical Simulation of a Fracture Test with Use of Optimization for Identification of Material Parameters, International Journal of Mechanics, 10 (2016) 159-166. [17] LS-DYNA, Keyword User's Manual, Livemore Software Technology Corporation, Livemore, California, (2016). [18] Joy, S., Moxley, R., Material characterization, WSMR-5 3/4-inch concrete, Report to the Defense Special Weapons Agency, USAE Waterways Experiment Station, Vicksburg, MS, (1993) (limited distribution). [19] Malvar, L. J., Crawford, J. E., Wesevich, J. W., Simons, D., A plasticity concrete material model for Dyna3d, International Journal of Impact, 19 (1997) 847-873. [20] Youcai, W., Crawford, J. E., Magallanes, J. M., Performance of LS-DYNA Concrete Constitutive Models, 12th International LS-DYNA Users Conference, Detroit, (2012). [21] Chen, W. F., Han, D. J., Plasticity for structural engineers, Springer-Verlag, New York, (1988). [22] Kala, Z., Kala, J., Škaloud, M., Teplý, B., Sensitivity analysis of the effect of initial imperfections on the (i) ultimate load and (ii) fatigue behaviour of steel plate girders, Journal of Civil Engineering and Management, 11 (2005) 99-107. [23] Tvrdá, K., Optimal Design, Reliability and Sensitivity Analysis of Foundation Plate, Transactions of the VŠB - Technical University of Ostrava, Civil Engineering Series, 2(15) (2015). [24] Huntington, D. E., Lyrintzis, C. S., Improvement to limitations of Latin hypercube sampling, Probabilistic Engineering Mechanics, 13 (1998) 245-253.