Issue 39

J. Flodr et alii, Frattura ed Integrità Strutturale, 39 (2017) 62-71; DOI: 10.3221/IGF-ESIS.39.08 71 A CKNOWLEDGMENTS his project has been completed thanks to the financial support of the Czech Republic through the Grant Competition for Students within the research performed in the Technical University of Ostrava. The registration number of this project is SP2016/168 and SP2016/169. R EFERENCES [1] ČSN EN 1993-1-1. Eurocode 3: Design of steel structures - Part 1-1: General rules and rules for buildings, ČNI, Praha, (2006). [2] Pařenica, P., Rosmanit, M., Measurement of selected material properties of structural steel for numerical modelling (In Czech: Měření vybraných materiálových charakteristik konstrukční oceli pro numerické modelování), In Structural Reliability & Modeling in mechanics 2016, VŠB-TU Ostrava, Ostrava, (2016). [3] Mikolášek, D., Flodr, J., Pařenica, P., Sucharda, O., Mec, P., Development of steel suspended ceiling, (In Czech: Vývoj ocelového zavěšeného podhledu), In Structural Reliability & Modeling in mechanics, VŠB-TU Ostrava, Ostrava, (2016). [4] Zienkiewicz, O. C., The finite element method in engineering science, McGraw-Hill, London, (1971). [5] Kindmann, R., Kraus, M., Finite-Elemente-Methoden im Stahlbau, Ernst & Sohn, Berlin, (2007) 382. [6] Borst, R., Crisfield, M. ed. Nichtlineare Finite-Elemente-Analyse von Festkörpern und Strukturen, Ernst und Sohn, Berlin, (2014). [7] Kala, Z., Kala, J. Sensitivity analysis of stability problems of steel structures using shell finite elements and nonlinear computation methods, WSEAS Transactions on Applied and Theoretical Mechanics, Iss. 3, 4 (2009) 105-114. [8] Roth, O., Ravinger, J., Nonlinear interactive buckling solved by FEM, In Proceedings of the 2nd International Conference on Computational Structures Technology. Part 1 (of 4); Athens, Greece; Civil-Comp Limited, Edinburgh, United Kingdom, (1994). [9] Wald, F., Šabatka, L., Kabeláč, J., Kolaja, D., Pospíšil, M., Structural Analysis and Design of Steel Connections Using Component Based Finite Element Model (CBFEM), Journal of Civil Engineering and Architecture, 9 (2015) 895- 901. DOI: 10.17265/1934-7359/2015.08.00 [10] ČSN EN 13964, (74 4521) Suspended ceilings – Requirements and test methods, Praha, ČNI, (2006). [11] ČSN EN 1993-1-5, Eurocode 3: Design of steel structures - Part 1-5: Plated structural elements, ČNI, Praha, (2008). [12] ČSN EN 1993-1-6, Eurocode 3: Design of steel structures - Part 1-6: Strength and Stability of Shell Structures ČNI, (2008). [13] ČSN EN 1993-1-7, Eurocode 3: Design of steel structures - Part 1-7: Plated structures subject to out of plane loading, ČNI, Praha, (2008). [14] Kim, K.J., Lee, J.H., Park, D.K., Jung, B.G., Han, X., Paik, J.K., An experimental and numerical study on nonlinear impact responses of steel-plated structures in an Arctic environment, International Journal of Impact Engineering, 93 (2016) 99–115. DOI:10.1016/j.ijimpeng.2016.02.013. [15] Hos, Y., Vormwald, M., Growth of long fatigue cracks under non-proportional loadings – experiment and simulation, Frattura ed Integrità Strutturale, 37 (2016) 234-240. DOI: 10.3221/IGF-ESIS.37.31. [16] Rowe, G. W., Sturgess C. E. N., Hartley P., Pillinger, I., Finite-element plasticity and metalforming analysis, University Press, Cambridge, (2005) 324. [17] ČSN EN ISO 6892-1. Metallic materials – Tensile testing – Part 1: Method of test at room temperature, ČNI, Praha, (2009). [18] ČSN EN 10025-2. Hot rolled products of structural steels - Part 1: General technical delivery conditions, ČNI, Praha, (2009). [19] da Silva, L.S., Rebelo, C., Nethercot, D., Marques, L., Simõea, R., Vila Real, P.M.M., Statistical evaluation of the lateral–torsional buckling resistance of steel I-beams, Part 2: Variability of steel properties, Journal of Constructional Steel Research, 65(4) (2009) 832–849. [20] Sadowski, A. J., Rotter, J. M., Reinke, T., Ummenhoferc T., Statistical analysis of the material properties of selected structural carbon steels, Structural Safety, 53 (2015) 26–35. [21] ANSYS, Release 16 Documentation for ANSYS, SAS IP, INC. [22] SCIA ENGINEER 2016. [on-line]. <http://16.scia-engineer.com/> . Nemetschek AG, München, (2016). T