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Influence of different amount of fly ash for early age concrete containing Swedish cement: Part II: Calculation of form stripping times and the risk for early freezing for different amounts of fly ash
LuleƄ University of Technology, Department of Civil, Environmental and Natural Resources Engineering, Structural and Construction Engineering.
2010 (English)In: Nordic Concrete Research, ISSN 0800-6377, no 41, p. 93-108Article in journal (Refereed) Published
Abstract [en]

A recently presented numerical tendency model has been applied on an assumed civil engineering structure. With the model parameters for heat and strength development calculations in early age period can be calculated. This paper shows the possibility to evaluate e.g. form removal times and estimations of need for protection against early freezing for concrete mixes containing fly ash in different amounts, with different water-to-cement ratios and at different outer conditions. The tendency model has shown to be a useful tool for production planning for concrete containing fly ash. According to the performed calculations, any replacement of cement with fly ash will significantly influence the young concrete properties. The effect on delayed strength growth increases with the increased amount of fly ash and will also increase for lower temperatures. In addition, the effect from fly ash increases at higher water-to-cement ratios

Place, publisher, year, edition, pages
2010. no 41, p. 93-108
National Category
Infrastructure Engineering
Research subject
Structural Engineering
Identifiers
URN: urn:nbn:se:ltu:diva-6829Local ID: 522745a0-ee3f-11df-8b36-000ea68e967bOAI: oai:DiVA.org:ltu-6829DiVA, id: diva2:979715
Note
Validerad; 2010; 20101112 (jej)Available from: 2016-09-29 Created: 2016-09-29 Last updated: 2017-11-24Bibliographically approved

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Utsi, SofiaJonasson, Jan-Erik

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