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Fatigue strength of cable couplers in prestressed concrete beams
Luleå University of Technology, Department of Civil, Environmental and Natural Resources Engineering, Structural and Construction Engineering.ORCID iD: 0000-0002-0560-9355
1982 (English)In: Nordic Concrete Research, ISSN 0800-6377, Vol. 1, p. 5.1-5.14Article in journal (Refereed) Published
Abstract [en]

Fatigue tests have been carried out on ten prestressed concrete beams. Six of the beams were furnished with a cable coupler in the mid-span and four beams had no cable coupler. The uncoupled beams could in some cases sustain 9 times as many load cycles as the coupled beams. Some probable causes to the coupled beams lower fatigue strength are discussed in the paper.

Place, publisher, year, edition, pages
1982. Vol. 1, p. 5.1-5.14
National Category
Infrastructure Engineering
Research subject
Structural Engineering
Identifiers
URN: urn:nbn:se:ltu:diva-14125Local ID: d752f090-7016-11db-962b-000ea68e967bOAI: oai:DiVA.org:ltu-14125DiVA, id: diva2:987079
Note
Godkänd; 1982; Bibliografisk uppgift: Även publicerad som Teknisk rapport / Högskolan i Luleå, 1983:12; 20061109 (ysko)Available from: 2016-09-29 Created: 2016-09-29 Last updated: 2018-03-26Bibliographically approved

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Elfgren, LennartEmborg, Mats

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