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Tensile fatigue capacity of concrete
Luleå University of Technology, Department of Civil, Environmental and Natural Resources Engineering, Structural and Construction Engineering.ORCID iD: 0000-0001-5187-2552
2007 (English)In: Nordic Concrete Research, ISSN 0800-6377, Vol. 36, no 1-2, p. 48-64Article in journal (Refereed) Published
Abstract [en]

Results and analyses are presented from cyclic uniaxial tensile tests on plain cylindrical concrete cores. The influence of the load amplitude and the mean load level were studied with so called factorial design. It was found that both factors were important but that neither of them could be established to be more important than the other. Further, the deformation rate was studied. It appears that a certain fatigue limit exists below which a clearly greater number of load cycles is required for failure. From this research the exact limit cannot be predicted, but for tests with a mean load level of 40% of fpeak and an amplitude of 40% of fpeak, a very low deformation rate has been obtained. Finally, the test results have been compared with other Wöhler curves proposed for cyclic load in tension.

Place, publisher, year, edition, pages
2007. Vol. 36, no 1-2, p. 48-64
National Category
Infrastructure Engineering
Research subject
Structural Engineering
Identifiers
URN: urn:nbn:se:ltu:diva-12309Local ID: b6c69090-d562-11dc-958e-000ea68e967bOAI: oai:DiVA.org:ltu-12309DiVA, id: diva2:985259
Note
Validerad; 2007; 20080207 (thun)Available from: 2016-09-29 Created: 2016-09-29 Last updated: 2018-03-27Bibliographically approved

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