Research on fatigue cracks in composite dowel shear connection

Author:

Harnatkiewicz P.,Kopczyński A.,Kożuch M.,Lorenc W.,Rowiński S.

Publisher

Elsevier BV

Subject

General Engineering,General Materials Science

Reference12 articles.

1. PreCo-Beam. Prefabricated enduring composite beams based on innovative shear transmission RFSR-CT-2006-00030, final report. Project carried out with a financial grant from the Research Programme of the Research Fund for Coal and Steel, finished in 2009. European Commission, in press.

2. Premiers résultats du projet de recherche européen Precobeam de connexion par découpe d’une tôle;Berthellemy;Construct Métall,2009

3. Seidl G. Behaviour and load bearing capacity of composite dowels in steel-concrete composite girders. Report PRE 4/2009, Doctoral Thesis. Wroclaw University of Technology; 2009.

4. Budka E, Lorenc W, Rabiega J. Causes of cracks and the implemented repair of the main girder of a steel railway viaduct, steel bridges: advanced solutions & technologies. In: Paulo JS Sruz, Luis Simoes da Silva, Falko Schroter, editors. In: Proceedings of the 7th international conference on steel bridges, Guimaraes, Portugal, 4–6 June, 2008. Brussels: ECCS-European Convention for Constructional Steelwork; 2008.

5. Hechler O, Lorenc W, Seidl G, Viefhues E. Continuous shear connectors in bridge construction. In: Composite construction VI conference, USA, Colorado, 2008, ASCE Conference Proceedings, doi:10.1061/41142(396)7.

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