The Eight International Conference "Bridges in Danube by Prof. Dr. Ing. Miklos Ivanyi (auth.), Edward Petzek, Radu

By Prof. Dr. Ing. Miklos Ivanyi (auth.), Edward Petzek, Radu Bancila (eds.)

The river Danube is a global waterway flowing 2857 km throughout Europe from the heights of the Schwarzwald massif down within the Black Sea delta. In its passage, the second one longest eu river crosses 22 geographical longitudes, becoming a member of eight international locations: Germany, Austria, Slovakia, Hungary, Serbia, Romania, Bulgaria and Ukraine. The foreign convention on Bridges around the Danube has turn into a standard foreign occasion in bridge engineering, initiated via Prof. Miklos Iványi and arranged periodically every one 3rd 12 months in several Danube international locations: 1992 on a boat, crusing at the Danube from Vienna through Bratislava to Budapest, 1995 in Bucharest, 1998 in Regensburg, 2001 in Bratislava, 2004 in Novi unhappy, 2007 in Budapest and 2010 in Sofia. The 8 overseas convention on Bridges around the Danube happened in Timisoara (Romania) and Belgrade (Serbia) in October 2013 aiming at analysing current traits in bridge building in each Danube country.

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Extra info for The Eight International Conference "Bridges in Danube Basin": New Trends in Bridge Engineering and Efficient Solutions for Large and Medium Span Bridges

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20mm 350 , 300 ~ ~ I S6~QL-80mm , S355J2G3 S500M 250 , , 200 , , , , , -- - - - . "-" 150 1 10 100 Cooling time 800-500°C [s] Figure 9: Hardness in the coarse grained HAZ as a function of weld cooling time (tS/S) for some structural steels in the as welded condition. The window between upper and lower admissible cooling times gets the smaller the higher the basic yield strength of the steel is. This is related to a narrowing of the window of welding parameters, from which heat input and preheating temperature can be chosen.

Dr. GUnther Rambcrgcr, Technical University ofVlCIlD8; GERMANY, Prof. Dr. Herbert Kupfer, Technical University of Munich, Prof. Friedrich Nather, Tcchnical University of Munich. ROMANIA, YUGOSLAVIA, In the CATALOGUE (sec Fig. 8) [8] the data arc presented in an adjusted, unified form. :-~ ~ Af--'"- _ ~ FIgures: Ed;

Fig. 10 demonstrates that this parameter window also depends on other factors. The hydrogen content of the consumables ~ [measured in mlI100 g] has a significant influence on the preheating temperature. In order to reduce the risk ofhydrogen induced cracking the preheating temperature increases with growing hydrogen content. According to EN 1011 the necessary preheating temperature Tp [in 0c] under the condition of normal constraint conditions also depends on the heat input Q [in k]/mm]. the carbon equivalent CET and the plate thickness d [inmm]: , T 6.

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