On Shear Connection Design in Composite Beams

descriptionPublicationkeyboard_double_arrow_right Article 30 Sep 2002Publisher:University of ZilinaJournal:Communications - Scientific letters of the University of Zilina, volume 4, pages 13-16 (issn: 1335-4205, eissn: 2585-7878,

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Authors: Jan Bujnak; Kazimierz Furtak; Jaroslav Odrobinak;

doi: 10.26552/com.c.2002.3.13-16

On Shear Connection Design in Composite Beams

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Abstract

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.

Related Organizations

Cracow University of Technology
Poland
University of Žilina
Slovakia

Keywords

Transportation engineering, TA1001-1280, Science, Q, Transportation and communications, no keywords, HE1-9990

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