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A deformation criterion for fatigue of concrete in tension
Luleå University of Technology, Department of Civil, Environmental and Natural Resources Engineering, Structural and Construction Engineering.ORCID iD: 0000-0001-5187-2552
Luleå University of Technology, Department of Civil, Environmental and Natural Resources Engineering, Structural and Construction Engineering.ORCID iD: 0000-0002-0560-9355
2011 (English)In: Structural Concrete, ISSN 1464-4177, E-ISSN 1751-7648, Vol. 12, no 3, p. 187-197Article in journal (Refereed) Published
Abstract [en]

A deformation criterion is proposed for the fatigue failure of concrete in tension. According to the criterion, a fatigue failure is imminent when the total deformation approaches the deformation at maximum stress in a corresponding static test. This criterion was originally proposed for bond slip by Balázs in 1991. It is tested on two series of new and old concrete cylinders loaded in cyclic tension. How the criterion may be used to predict the number of load cycles to failure for existing structures under cyclic tensile loading is also shown

Place, publisher, year, edition, pages
2011. Vol. 12, no 3, p. 187-197
National Category
Infrastructure Engineering
Research subject
Structural Engineering
Identifiers
URN: urn:nbn:se:ltu:diva-15516DOI: 10.1002/suco.201100013ISI: 000295492100007Scopus ID: 2-s2.0-80052408784Local ID: f0c45d5c-2d43-4cad-b2c8-48537bce705fOAI: oai:DiVA.org:ltu-15516DiVA, id: diva2:988490
Note
Validerad; 2011; 20110927 (andbra)Available from: 2016-09-29 Created: 2016-09-29 Last updated: 2018-07-10Bibliographically approved

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Thun, HåkanOhlsson, UlfElfgren, Lennart

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