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Shrinkage cracking of thin concrete overlays
Luleå University of Technology, Department of Civil, Environmental and Natural Resources Engineering, Structural and Construction Engineering.ORCID iD: 0000-0002-3997-3083
2014 (English)In: Nordic Concrete Research, ISSN 0800-6377, Vol. 50, p. 355-359Article in journal (Refereed) Published
Abstract [en]

Due to a high degree of damages and undesirable end results of bonded overlays, research is conducted to develop recommendations on design and execution. Laboratory and full scale tests as well as theoretical analyses have been carried out including e. g. base and end restraint tests on overlays with various reinforcement, concrete qualities, substrate preparing and curing. Moreover, analytical and numerical calculations have been performed. Results reveal that the e. g. bond between overlay and substrate is a critical parameter for a successful end result. Another key parameter is sufficient curing, while reinforcement generally proved to be less significant. Theoretical models works well on this structural situation and will be further developed.

Place, publisher, year, edition, pages
2014. Vol. 50, p. 355-359
National Category
Infrastructure Engineering
Research subject
Structural Engineering
Identifiers
URN: urn:nbn:se:ltu:diva-27798Local ID: 15916323-ea2a-49da-bcf2-52fc35fba598OAI: oai:DiVA.org:ltu-27798DiVA, id: diva2:1000988
Conference
Nordic Concrete Research Symposia : 13/08/2014 - 15/08/2014
Note
Godkänd; 2014; 20140830 (mem); Konferensartikel i tidskriftAvailable from: 2016-09-30 Created: 2016-09-30 Last updated: 2018-03-26Bibliographically approved

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Carlswärd, JonasEmborg, Mats

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