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A fatigue criterion for concrete based on deformation
Luleå University of Technology, Department of Civil, Environmental and Natural Resources Engineering, Structural and Construction Engineering.ORCID iD: 0000-0003-1247-4601
1993 (English)Report (Other academic)
Abstract [en]

A hypothesis is presented for fatigue failure of concrete structures. It is based on a deformation formulation, and utilizes the monotonic F - delta curve and the fatigue creep curve. The hypothesis is applied to flexural fatigue tests on notched beams of a plain high performance concrete. The experimental part comprises monotonic loading in deformation control and constant amplitude loading at three different load levels in flexural tension. The hypothesis is in all essentials consistent with the experimental findings. Furthermore, it provides a deformation formulation for accumulated damage estimation and remaining service life prediction, which takes account for the nonlinear nature of damage development in contrast to the linear Palmgren-Miner hypothesis

Place, publisher, year, edition, pages
Oslo: Norsk Betongforening , 1993.
Series
Nordic Concrete Research, ISSN 0800-6377 ; 13:2
National Category
Infrastructure Engineering
Research subject
Structural Engineering
Identifiers
URN: urn:nbn:se:ltu:diva-24932Local ID: d1b39430-205c-11dd-8447-000ea68e967bOAI: oai:DiVA.org:ltu-24932DiVA, id: diva2:997984
Note
Godkänd; 1993; 20080512 (ysko)Available from: 2016-09-29 Created: 2016-09-29 Last updated: 2018-06-08Bibliographically approved

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Daerga, Per-Anders

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