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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.
Ramböll (formerly Gifford), Southampton.
Luleå University of Technology, Department of Civil, Environmental and Natural Resources Engineering, Structural and Fire Engineering.
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, 1227-1234 p.Conference 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. 1227-1234 p.
Series
IABSE Congress Report
Keyword [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: diva2:1088657
Conference
19th IABSE Congress Stockholm, 21-23 September 2016
Projects
PROLIFE - Prolonging life time of old steel- and steel-concrete bridges
Available from: 2017-04-13 Created: 2017-04-13 Last updated: 2017-05-26Bibliographically approved

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