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Cracked RC elements subjected to simultaneous loading and frost cycles
Luleå tekniska universitet.
2001 (English)In: Concrete under severe conditions: environment and loading : proceedings of the Third International Conference on Concrete under Severe Conditions, CONSEC'01, Vancouver, BC, Canada, 18-20 June 2001 / [ed] Nemkumar Banthia, Vancouver: University of British Columbia, Dept. of Civil Engineering , 2001, p. 1050-1057Conference paper, Published paper (Refereed)
Abstract [en]

Precracked reinforced concrete elements were subjected to sustained tensile loading while having one face covered by salt solution and exposed to frost cycles according to the Swedish Standard SS 137244 (Boras method). The test went on for 56 days. The variables in the experiment were the concrete composition, the cover thickness, and load levels. The cracks influenced the scaling apart from exposing the interior of the element to chlorides, and more so for porous concrete. The problem is highly related to the actual testing conditions, which have to be carefully monitored.

Place, publisher, year, edition, pages
Vancouver: University of British Columbia, Dept. of Civil Engineering , 2001. p. 1050-1057
National Category
Infrastructure Engineering
Research subject
Structural Engineering
Identifiers
URN: urn:nbn:se:ltu:diva-30301Local ID: 4100ae80-7006-11db-962b-000ea68e967bISBN: 888657900 (print)OAI: oai:DiVA.org:ltu-30301DiVA, id: diva2:1003528
Conference
International Conference on Concrete Under Severe Conditions : 18/06/2001 - 20/06/2001
Note
Godkänd; 2001; 20061109 (ysko)Available from: 2016-09-30 Created: 2016-09-30Bibliographically approved

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