Communications - Scientific Letters of the University of Zilina 2002, 4(3):13-16 | DOI: 10.26552/com.C.2002.3.13-16

On Shear Connection Design in Composite Beams

Jan Bujnak1, Kazimierz Furtak2, Jaroslav Odrobinak1
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, 2002  Show citation

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Bujnak, J., Furtak, K., & Odrobinak, J. (2002). On Shear Connection Design in Composite Beams. Communications - Scientific Letters of the University of Zilina, 4(3), 13-16. doi: 10.26552/com.C.2002.3.13-16
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    References

    1. PN-B-03264: 1999: Konstrukcje betonowe, żelbetowe i sprężone. Obliczenia statycznei projektowanie.
    2. PN-84/B-03264: Konstrukcje betonowe, żelbetowe i sprężone. Obliczenia statyczne i projektowanie.
    3. PN-91/S-10042: Objekty mostowe. Konstrukcje betonowe, żelbetowe i sprężone. Projektowanie.
    4. BUJŇÁK, J., ©IMALOVÁ, M.: On Determination of Shear Connection Behaviour by PushTest. Proceedings of "Transcom '97", ®ilina, 1997, pp. 270-230.
    5. 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.
    6. BUJŇÁK, J.: Navrhovanie oceµobetónových trámov. Vydavateµstvo ®U v ®iline, 1997.
    7. BUJŇÁK, J.: Shear connection in composite beam structure, Proceedings "Mosty zespolone - Konferencja naukowo-techniczna", Kraków, 1998, pp. 21-28.

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