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Sokol Milan, Márföldi Monika, Venglár Michal and Lamperová Katarína

-of-the-art methods and future challenges”, Structural Health Monitoring 17 (4), pp. 971 – 1007, 2017 . DOI: [4] Chang, P. C., Flatau, A., Liu, C. S. “Review Paper: Health Monitoring of Civil Infrastructure”, Structural Health Monitoring 2 (3), pp. 257 – 267, 2003 . DOI: [5] Costa, B., Figueiras, J. “Evaluation of a strain monitoring system for existing steel railway bridges”, Journal of Constructional Steel Research 72, pp. 179 – 191, 2012 . DOI:

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Hynek Štekbauer and Ivan Němec

linearized discrete radius pulley model for finite element analysis, 35th Structures, Structural Dynamics, and Materials Conference, Hilton Head, SC, U.S.A., 1994, Vol. 6, pp. 2599-2606. [5] Handa, A., Chawla, V. Experimental evaluation of mechanical properties of friction welded dissimilar steels under varying axial pressures, Strojnícky časopis - Journal of Mechanical Engineering, Vol. 66, no. 1, 2016, pp. 27-36, ISSN 0039-2472.

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R. Halama, A. Markopoulos, M. Šofer, Z. Poruba and P. Matušek

, Habitation work in Applied mechanics Faculty of Mechanical Engineering VŠB-TU Ostrava, 2009. pp. 141 [] (in Czech) [4] BESSELING, J. F.: A Theory of Elastic, Plastic, and Creep Deformations of an Initially Isotropic Material Showing Anisotropic Strain-Hardening, Creep Recovery, and Secondary Creep, Journal of Applied Mechanics, 1958, vol. 25, pp. 529-536. [5] CHABOCHE., J. L., DANG VAN, K., CORDIER, G.: Modelization of The Strain Memory Effect on The Cyclic Hardening of 316 Stainless Steel

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Michael Welch

REFERENCES [1] Welch, M. “Classical Analysis of Preloaded Bolted Joint Load Distributions”, International Journal of Structural Integrity 9 (4), pp. 455 – 464, 2018 . DOI: 10.1108/IJSI-07-2017-0045 [2] Verein Deutscher Ingenieure (Association of German Engineers). VDI 2230 Part 1. 2003, “Systematic calculation of high duty bolted joints with one cylindrical bolt”, Verein Deutscher Ingenieure, Dusseldorf, 2003 . [3] British Standards Institution. BS 7608:1990, “Code of practice for Fatigue design and assessment of steel structures”, British

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Evangelos Sapountzakis and Amalia Argyridi

potential energy. Quarterly of Applied Mathematics 1946 (4), No. 3, 268 - 278. [4] D. J. Malcolm, R.G. Redwood. Shear lag in stiffened box-girders. J. Struct. Div. ASCE 1970 (96), No. 7, 1403 - 1415. [5] K. R. Moffatt, P. J. Dowling. Shear lag in steel box-girder bridges. Struct. Engineer 1975 (53), No. 10, 439 - 448. [6] N.W. Murray. Introduction to the theory of thin-walled structures. Oxford University Press, 1986. [7] Eurocode 3: Design of Steel Structures - Part 1.5: Plated Structural Elements, European

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Roman Gogola, Justín Murín and Juraj Hrabovský

] Chunming W., Bin M., Tingting S.: Research on the Wind-induced Vibration Coefficient of Transmission Tower-line System, Physics Procedia. 24 (2012) 149-154. [5] Zhou L., Yan B., Zhang L., Zhou S.: Study on galloping behavior of iced eight bundle conductor transmission lines, Journal of Sound and Vibration, 362 (2016) 85-110. [6] ANSYS Swanson Analysis System, Inc., „ANSYS Mechanical APDL Structural Analysis Guide,“ ANSYS, Houston. [7] STN EN 50341-1, Overhead electrical lines exceeding AC 45 kV. Part 1: General requirements

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Mykola Chausov, Andrii Pylypenko, Pavlo Maruschak, Svitlana Tkachuk and Abdellah Menou

structural steels by the parameters of scatter of hardness characteristics in loaded and unloaded states. Strength of Materials 2008 (40), 302 - 307. [9] R. O. Ritchie, M. J. Buehler, P. Hansma. Plasticity and Toughness in Bone. Physics Today 2009 (62), 41 - 47. [10] L. Ranakoti, M. Pokhriyal, A. Kumar. Natural fibers and biopolymers characterization: a future potential composite material. Journal of Mechanical Engineering - Strojnícky časopis 2018 (68), No. 1, 33 - 50. [11] A. V. Buketov, О. О. Sapronov, M. V. Brailo, P. О

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Milan Žmindák

] R. Halama, A. Markopoulos, M. Šofer, Z. Poruba, P. Matušek. Cyclic plastic properties of class C steel emphasizing on ratcheting: Testing and modelling. Journal of Mechanical Engineering – Strojnícky časopis 2015 (65), No. 1, 21 – 26. [9] J. E. Akin. Finite elements for analysis and design. Academic Press. 1994 . [10] V. Molnár. Computational Fluid Dynamics: Basics with Applications CFD, STU Bratislava, 2006 . [11] T. E. Tezduyar. Finite Element Methods for Fluid Dynamics with Moving Boundaries and Interfaces. In: Encyclopedia of

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Miroslav Pástor, Peter Čarák and Imrich Gömöry

.443 [16] Lord, J. D., Penn, D., Whitehead, P. “The application of digital image correlation for measuring residual stress by incremental hole drilling”, Applied Mechanics and Materials 13 – 14, pp. 65 – 73, 2008 . DOI: 10.4028/ [17] Lothhammer, L. R., Viotti M. R., Albertazzi Jr., A., Veiga C. L. N. “Residual stress measurements in steel pipes using DSPI and the hole-drilling technique”, International Journal of pressure vessels and Piping 152, pp. 46 – 55, 2017 . DOI: 10.1016/j.ijpvp.2017.05.008 [18] Paška, Z., Fojtík, F

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Aleksandar Dimić, Žarko Mišković, Radivoje Mitrović, Mileta Ristivojević, Zoran Stamenić, Ján Danko, Jozef Bucha and Tomáš Milesich

/1/012105 [10] 3Dhubs. PLA vs. ABS: What's the difference? (accessed on March 2018.) [11] MakerBot. Replicator 2X-Experimental 3D printer. User Manual. https:// (accessed on March 2018.) [12] R. Mitrović, Ž. Mišković, M. Ristivojević, A. Dimić, J. Danko, J. Bucha, M. Rackov. Statistical correlation between the printing angle and stress and strain of 3D printed models under static axial loading. ECF22 - Loading and Environmental effects on Structural Integrity, 2018. [13] T