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Post-installed shear connectors: coiled spring pins
Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser, Byggkonstruktion och brand.ORCID-id: 0000-0003-1435-0071
Ramböll (formerly Gifford), Southampton.
Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser, Byggkonstruktion och brand.ORCID-id: 0000-0002-8353-9225
2016 (engelsk)Inngår i: 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, s. 1227-1234Konferansepaper, Publicerat paper (Fagfellevurdert)
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

sted, utgiver, år, opplag, sider
CH - 8093 Zürich, Switzerland, 2016. s. 1227-1234
Serie
IABSE Congress Report
Emneord [en]
Shear connector, composite bridge, composite action, coiled spring pin, bridge strengthening, rehabilitation
HSV kategori
Forskningsprogram
Konstruktionsteknik
Identifikatorer
URN: urn:nbn:se:ltu:diva-63030Scopus ID: 2-s2.0-85018959894ISBN: 978-3-85748-144-4 (tryckt)OAI: oai:DiVA.org:ltu-63030DiVA, id: diva2:1088657
Konferanse
19th IABSE Congress Stockholm, 21-23 September 2016
Prosjekter
PROLIFE - Prolonging life time of old steel- and steel-concrete bridgesTilgjengelig fra: 2017-04-13 Laget: 2017-04-13 Sist oppdatert: 2023-09-05bibliografisk kontrollert

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Totalt: 394 treff
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