Concrete shear keys in prefabricated bridges with dry deck jointsReport as inadecuate




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Luleå University of Technology, Department of Civil, Environmental and Natural Resources Engineering, Structural and Construction Engineering.Collin, Peter Luleå University of Technology, Department of Civil, Environmental and Natural Resources Engineering, Structural and Construction Engineering.Nilsson, Martin Luleå University of Technology, Department of Civil, Environmental and Natural Resources Engineering, Structural and Construction Engineering. 2011 (English)In: Nordic Concrete Research, ISSN 0800-6377, Vol. 2011, no 44Article in journal (Refereed) Published

Abstract [en] : A prefabricated concrete deck with dry joints between deck elements has been developed to make prefabricated bridges even more competitive. This type of bridge deck has been used on single span bridges in Sweden, and is now under development for multi span bridges. This paper describes how the deck system works. Results from laboratory tests of shear keys between deck elements are also presented together with an analysis comparing the predicted capacity with the measured failure load.

Place, publisher, year, edition, pages: 2011. Vol. 2011, no 44

Keyword [en] : Civil engineering and architecture - Building engineering

Keyword [sv] : Samhällsbyggnadsteknik och arkitektur - Byggnadsteknik

Research subject: Structural Engineering

Identifiers: URN: urn:nbn:se:ltu:diva-5322Local ID: 36369295-16c2-49ee-8db0-e10630c2b926OAI: oai:DiVA.org:ltu-5322DiVA: diva2:978196

Note: Validerad; 2011; 20111215 (petcol)Available from: 2016-09-29 Created: 2016-09-29Bibliographically approved



Author: Hällmark, Robert

Source: http://ltu.diva-portal.org/







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