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 winning implementation and perfect suggestions of the 1st foreign convention ESaT 2015, ESaT 2016 was once prepared below the auspices of the school of Civil Engineering, Technical collage of Košice, Slovak Republic in collaboration with the collage of Miskolc, Hungary. The convention enthusiastic about a large spectrum of themes and topic parts in civil engineering sciences. The complaints bringing new and unique advances and tendencies in a number of fields of engineering sciences and applied sciences that accost quite a lot of lecturers, scientists, researchers and execs from universities and perform. The authors of the articles originate from diverse nations all over the world ensuring the significance, topicality, caliber and point of provided 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
Estimates of weldability and selection of the optimal procedure and technology for welding of high strength steels, Procedia Engineering 40: 310–315. , Radaković, Z. 2014a. Numerical analysis of temperature field during hard facing process and comparison with experimental results. Thermal Science 18(1): S113-S120. , Djordjević, M. 2014b. Application of hard-facing in reparation of damaged forging dies. Chapter 12. In Analysis of Technology in Various Industries, S. Borkowski and R. Ulewicz (eds), Association of Managers of Quality and Production, Częstochowa, Poland, 127–143.
Joints made with mechanical fasteners. General principles for the determination of strength and deformation characteristics. , Bajzecerová V. & Šteller, Š. 2013. Timber-concrete composite elements with various composite connections. Part 1: Screwed connection. Wood research 58(4): 555–570. , Bajzecerová V. & Šteller, Š. 2014. Timber-concrete composite elements with various composite connections. Part 2: Grooved connection. Wood research 59(3): 627–638. Kanócz, J. & Bajzecerová V. 2015. Timber-concrete composite elements with various composite connections.
The formula (8) gives the same results as similar formula published in (Streľbickaja, 1954, 1958). 0 ⎜ ⎟ + M y f ,Rd B pl ,Rd ⎝ ⎠ (12) where M pl ,yy Rd M y, f Rd + M pl y,w ,Rd Rd M ppll y ,w , Rd = W pl y ,w B pl ,Rd Wpll ,ω fy γ M0 , Wplp ,ω fy γ M0 1 , Wpl , y,w = tw hw2 4 1 t f hf b2 4 (13) (14) The I- or H-section dimensions with the height h are: the flange breadth b, the flange thickness tf, the web depth between the flanges hw, the web thickness tw and the distance between centers of flanges hf = h–tf.
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