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Comparison of Three Methods to Measure Formwork Pressure When Using SCC
KTH, School of Architecture and the Built Environment (ABE), Civil and Architectural Engineering, Structural Design and Bridges (name changed 20110630).
KTH, School of Architecture and the Built Environment (ABE), Civil and Architectural Engineering, Structural Design and Bridges (name changed 20110630).ORCID iD: 0000-0002-1526-9331
2011 (English)In: Concrete International, ISSN 0162-4075, E-ISSN 1944-7388, Vol. 33, no 6, 27-32 p.Article in journal (Refereed) Published
Abstract [en]

Self-consolidating concrete (SCC) currently holds less than a 10% share of the cast-in-place concrete market in Sweden. One of the factors leading to this low level of acceptance is the difficulty of predicting formwork pressures associated with SCC. If the actual formwork pressure can be monitored in real time, concrete contractors will be able to adjust the casting rate to maintain the formwork pressure below a safe threshold. For that purpose, different methods of measuring formwork pressure were compared.

Place, publisher, year, edition, pages
2011. Vol. 33, no 6, 27-32 p.
Keyword [en]
formwork pressure, self-consolidating concrete, structural build-up
National Category
Infrastructure Engineering
Identifiers
URN: urn:nbn:se:kth:diva-69978OAI: oai:DiVA.org:kth-69978DiVA: diva2:485679
Note

QC 20120330

Available from: 2012-01-29 Created: 2012-01-29 Last updated: 2017-12-08Bibliographically approved

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Silfwerbrand, Johan

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