Study on Fatigue Cracks in Steel – Concrete Shear Connectors Composite Dowels MCL

Abstract:

In recent years many experimental researches were carried out on steel-concrete composite beams with shear connectors of composite-dowels type. Shear connection is mainly used in bridge construction, where strength and fatigue durability of structure are important issues. Research on fatigue in the Preco-Beam project [1] have confirmed the hypothesis that the initiating and propagating crack in steel connecting beam may lead to the loss of its continuity, resulting in failure or even destruction of superstructure [2,. However, it should be noted that these studies were carried out for a specific type of mechanical connector, called PZ-type (Fig. 1). Within next years different shape was developed (MCL shape), which combines many advantages and eliminates disadvantages of the previous types of shapes [4]. In the study [5] complex fatigue tests of beams (in scale similar to natural) were conducted at the Wrocław University of Technology. The objective of that study was to describe the behavior of MCL-type steel connectors. Two failure mechanisms of steel connectors were presented: so-called tearing of steel flange and pulling out of steel dowel. This paper presents the course and the results of macroscopic and microscopic tests of observed fatigue cracks. For the selected crack a profilogram was prepared, which allowed explaining causes of its initiation and characteristics of its development.

• Periodical: Key Engineering Materials (Volume 598)
• Pages: 207-212
• DOI: https://doi.org/10.4028/www.scientific.net/KEM.598.207
• Online since: January 2014
• Authors: Sławomir Rowiński*, Wojciech Lorenc, Maciej Kożuch
• Keywords: Composite Dowels, Continuous Shear Connection, Experimental Research, Fatigue Crack

References

[1] Preco-Beam: Prefabricated Enduring Composite Beams based on Innovative Shear Transmission RFSR-CT-2006-00030, final report, project carried out with the financial grant of the Research Programme of the Research Fund for Coal and Steel, 2009.

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DOI: 10.1016/s1644-9665(12)60081-8

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DOI: 10.1002/stco.201610014

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

DOI: 10.1002/stab.201101408

[7] M. Kożuch, Resistance of MCL open steel connectors in steel concrete composite beams, report PRE no. 3/2012, Wrocław University of Technology, Wrocław 2012.

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DOI: 10.1002/stab.201310030