Connection Capacity of the Transition Zone in Steel-Concrete Hybrid Beam

The problem of transition zone of structural steel element connected to concrete is discussed in the following paper. This zone may be located for instance in specific bridge composite girder. In such case the composite beam passes smoothly into concrete beam. Because of several dowels usage in the transition zone, the problem of uneven force distribution were discussed through analogy to bolted and welded connections. The authors present innovative solution of transition zone and discuss the results, with emphasis put on the transition zone structural response in term of bending capacity, failure model and force distribution on the connection length. The article wider the already executed experimental test and presents its newest results.

REFERENCES (12)

Biegus A.: Połączenia śrubowe. Wrocław: Wydawictwo Naukowe PWN, 1997.

Google Scholar

Berthellemy, J. Lorenc, W. Mensinger, M. Rauscher, S. Seidl, G.: Zum Tragverhalten von Verbunddübeln, Teil 1: Tragverhalten unter statischer Belastung. Stahlbau 80, Heft 3: 172-184, 2011.

Google Scholar

Berthellemy, J. Lorenc, W. Mensinger, M. Ndogmo, J. Seidl, G.: Zum Tragverhalten von Verbunddübeln, Teil 2: Ermüdungsverhalten. Stahlbau 80, Heft 4: 256-267, 2011.

Google Scholar

Feder D., Werner G.: Ansätze zur Traglastberechnung von Schweissverbindungen des Stahlbaus. Schweissen und Schneiden 29, Heft 4, 1977.

Google Scholar

Kozioł P., Kożuch M. P., Lorenc W., Rowiński S.: Innovative solution of transition zone in steel-concrete hybrid beam, Recent progress in steel and composite structures: proceedings of the XIII International Conference on Metal Structures (ICMS2016), Zielona Góra, Poland, 15-17 June 2016, , pp. 137–142, 2016.

Google Scholar

Kozioł P., Lorenc W.: Analiza połączenia stali z betonem w strefie przejściowej dźwigara zespolonego stalowo-betonowego, Materiały Budowlane, vol. nr 5, no. Journal Article, pp. 97–98, 2016.

Google Scholar

Leonhardt F., Andrä W., Andrä H.-P. & Harre W.: Neues, vorteilhaftes Verbundmittel für Stahlverbund-Tragwerke mit hoher Dauerfestigkeit. Beton- und Stahlbetonbau 82, Heft 12: 325-331, 1987.

Google Scholar

Lorenc W., Kubica E., Kożuch M.: Testing procedures in evaluation of resistance of innovative shear connection with composite dowels. Archives of Civil and Mechanical Engineering 10/2012 No. 3: 51-63, 2012.

Google Scholar

Lorenc W., Kożuch M., Seidl G.: Zur Grenztragfähigkeit von Verbunddübeln mit Klothoidenform. Stahlbau 82, Heft 3: 196-207, 2013.

Google Scholar

10.

Lorenc W., Kożuch M., Rowiński S.: The behavior of puzzle-shaped composite dowels – part I: experimental study. Journal of Constructional Steel Research. 101/2014: 482-499, 2014.

Google Scholar

11.

Lorenc W., Kożuch M., Rowiński S.: The behavior of puzzle-shaped composite dowels – part II: theoretical investigations. Journal of Constructional Steel Research. 101/2014: 500-518, 2014.

Google Scholar

12.

Seidl G., Stambuk M., Lorenc W., Kołakowski T., Petzek E.: Wirtschaftliche Verbundbauweisen im Brückenbau - Bauweisen mit Verbunddübelleisten. Stahlbau 82, Heft 7: 510-521, 2013.

Google Scholar

Submit your paper

eISSN:	2450-8594
ISSN:	2080-5187