By Mohamad Al Ali, Peter Platko
These are the lawsuits of the 2d foreign convention on Engineering Sciences and applied sciences (ESaT 2016), held from twenty ninth of June till the first of July 2016 within the scenic excessive Tatras Mountains, Tatranské Matliare, Slovak Republic. After the profitable implementation and ideal suggestions of the 1st overseas convention ESaT 2015, ESaT 2016 was once geared up 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 concerned with a large spectrum of issues and topic components in civil engineering sciences. The lawsuits bringing new and unique advances and traits in quite a few fields of engineering sciences and applied sciences that accost quite a lot of teachers, scientists, researchers and execs from universities and perform. The authors of the articles originate from varied nations world wide ensuring the significance, topicality, caliber and point of provided results.
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The long term behavior or the fatigue resistance of most timber-concrete composite connections is unknown. Many different types of connection and various configurations make it difficult to unify some formulas to calculate parameters of composite connection. Therefore more push-out test are required. ACKNOWLEDGEMENT Paper is the result of the Project implementation: University Science Park TECHNICOM for Innovation Applications Supported by Knowledge Technology, ITMS: 26220220182, supported by the Research & Development Operational Programme funded by the ERDF.
REFERENCES EN 392, 1998: Glued laminated timber. Shear test of glue lines. EN 26891, 1995: Timber structures. 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.
9 kN. 05 MPa are negligible. But the St. 53 MPa is not negligible. 05 MPa. The St. Venant torsional Tt,Ed should be taken into account in calculation of action resistance FRd. 36 kN. 44 kN. 2 kN. 31 Table 1. Comparison of action resistances FRd [kN] calculated from different criteria. 9 4 CONCLUSIONS It was shown (Baláž et al, 2016) that the proposal (Mirambell, 2014, 2015), which was already accepted in SC3 for the next generation of Eurocodes, could be replaced by more exact and more convenient formula (15) based on internal forces and not on stresses.