Communications - Scientific Letters of the University of Zilina 2007, 9(3):47-50 | DOI: 10.26552/com.C.2007.3.47-50

Research on Shear Connection Design in Composite Beams

Jan Bujnak1, Kazimierz Furtak2
1 Faculty of Civil Engineering, University of Zilina. Slovakia
2 Department of Bridges and Tunnels Building, Faculty of Civil Engineering, Cracow University of Technology, Poland

The paper deals with a way of determining concrete pressure strength when calculating load carrying capacity of steel perfobond strip connectors. This type of strip connectors has been used in composite bridges only recently and no precise methods of calculating them have been worked out so far. The effect of axial forces on bearing capacity of classical stud shear connectors is also given in the paper as a result of research.

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Published: September 30, 2007  Show citation

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Bujnak, J., & Furtak, K. (2007). Research on Shear Connection Design in Composite Beams. Communications - Scientific Letters of the University of Zilina9(3), 47-50. doi: 10.26552/com.C.2007.3.47-50
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References

  1. PN-B-03264: 1999: Concrete, Composite Steel and Concrete Structures (in Poland), Obliczenia statycznei projektowanie.
  2. PN-84/B-03264: Concrete, Composite Steel and Concrete Structures (in Poland), Obliczenia statyczne i projektowanie.
  3. PN-91/S-10042: Bridge Objects - Concrete, Composite Steel and Concrete Structures (in Poland), Projektowanie
  4. OLLGAARD, J. O., SLUTTER, R. G., FISHER, J. W.: Shear Strength of Stud Connectors on Light Weight and Normal Weight Concrete, Engineering Journal AISC, April 1971
  5. BUJŇÁK, J.: Designing of Composite Steel and Concrete Beams (in Slovak), Vydavateľstvo ŽU v Žiline, 1997
  6. BUJŇÁK, J., FURTAK, K.: Structural Elements from Steel and Concrete (in Slovak), Vydavateľstvo ŽU v Žiline, 1999
  7. BUJŇÁK, J., FURTAK, K., VIČAN, J.: Structure Designing by Eurocods (in Slovak), EDIS, Žilinska univerzita, Zilina, 2003.

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