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Post-installed shear connectors: coiled spring pins
Luleå University of Technology, Department of Civil, Environmental and Natural Resources Engineering, Structural and Fire Engineering.ORCID iD: 0000-0003-1435-0071
Ramböll (formerly Gifford), Southampton.
Luleå University of Technology, Department of Civil, Environmental and Natural Resources Engineering, Structural and Fire Engineering.ORCID iD: 0000-0002-8353-9225
2016 (English)In: IABSE CONGRESS, STOCKHOLM, 2016: Challenges in Design and Construction of an Innovative and Sustainable Built Environment / [ed] Lennart Elfgren, Johan Jonsson, Mats Karlsson, Lahja Rydberg-Forssbeck and Britt Sigfrid, CH - 8093 Zürich, Switzerland, 2016, p. 1227-1234Conference paper, Published paper (Refereed)
Abstract [en]

Many existing bridges were not originally designed for the traffic loads and the number of load cycles which they now experience. In order to increase the load capacity of steel-concrete bridges, post installed shear connectors can be used. This paper presents a state-of the art study of postinstalled shear connectors in general and coiled spring connectors in particular
Place, publisher, year, edition, pages
CH - 8093 Zürich, Switzerland, 2016. p. 1227-1234
Series
IABSE Congress Report
Keywords [en]
Shear connector, composite bridge, composite action, coiled spring pin, bridge strengthening, rehabilitation
National Category
Infrastructure Engineering
Research subject
Structural Engineering
Identifiers
URN: urn:nbn:se:ltu:diva-63030Scopus ID: 2-s2.0-85018959894ISBN: 978-3-85748-144-4 (print)OAI: oai:DiVA.org:ltu-63030DiVA, id: diva2:1088657
Conference
19th IABSE Congress Stockholm, 21-23 September 2016
Projects
PROLIFE - Prolonging life time of old steel- and steel-concrete bridgesAvailable from: 2017-04-13 Created: 2017-04-13 Last updated: 2023-09-05Bibliographically approved

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Hällmark, RobertCollin, Peter

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