By Mohamad Al Ali, Peter Platko
These are the lawsuits of the second foreign convention on Engineering Sciences and applied sciences (ESaT 2016), held from twenty ninth of June until eventually the first of July 2016 within the scenic excessive Tatras Mountains, Tatranské Matliare, Slovak Republic. After the profitable implementation and perfect suggestions of the 1st foreign convention ESaT 2015, ESaT 2016 used to be prepared below the auspices of the college of Civil Engineering, Technical collage of Košice, Slovak Republic in collaboration with the college of Miskolc, Hungary. The convention fascinated by a large spectrum of themes and topic parts in civil engineering sciences. The complaints bringing new and unique advances and developments in quite a few fields of engineering sciences and applied sciences that accost a variety of lecturers, scientists, researchers and execs from universities and perform. The authors of the articles originate from various international locations worldwide ensuring the significance, topicality, caliber and point of offered results.
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Extra resources for Advances and Trends in Engineering Sciences and Technologies II: Proceedings of the 2nd International Conference on Engineering Sciences and ... Tatranské Matliare, Slovak Republic
1972. Weld crackability formula of high strength steels. Journal of Iron and Steel Institute 13: 916–930. S. 2014. Analytical modeling of temperature distribution, peak temperature, cooling rate and thermal cycles in a solid work piece welded by laser welding process. Procedia Materials Science 6: 821–834. , Qiu C. 2015. Characterization of coarse bainite transformation in low carbon steel during simulated welding thermal cycles, Materials Characterization 105(7): 95–103. , Ivanović, I. 2010. Theoretical-experimental determining of cooling time (t8/5) in hard facing of steels for forging dies.
19, (in Russian). I. 1958. Isledovanie pročnosti tonkostennych steržnej za predelom uprugosti. Izdateľstvo AN Ukrainskoj SSR. Kiev, (in Russian). J. Baláž, Mi. J. P. Koleková Department of Structural Mechanics, Faculty of Civil Engineering, STU in Bratislava, Slovakia ABSTRACT: The resistances of the I- or H-section to interactions of bending and torsion internal forces are missing in the current Eurocodes. New approach is proposed taking into account interaction of bending moment My,Ed and bimoment BEd.
Otherwise no difference between solid and dotted lines would be seen in figures. But the related numerical values in Figures 1–4 are correct. 9 kN. 9 kN becomes FRd = 60 kN when criterion (12) and not criterion (16) is used as a criterion. 93 kN (Table 1). This criteria may be used only if the bending moment cross-section plastic resistance is not reduced due to shear stress τVz,Ed in the web and the bimoment cross-section plastic resistance is not reduced due to shear stresses τt,Ed or τω,Ed in the flanges.
Advances and Trends in Engineering Sciences and Technologies II: Proceedings of the 2nd International Conference on Engineering Sciences and ... Tatranské Matliare, Slovak Republic by Mohamad Al Ali, Peter Platko