Article ID Journal Published Year Pages File Type
6714953 Construction and Building Materials 2018 10 Pages PDF
Abstract
Most codes seem to underestimate the creep behavior of the SCC concrete mix, thus they cannot be applied directly and the MC2010 suggestion to consider higher (10-20%) long-term deformation for SCC powder type concrete seems to be reasonable, as well as the suggestion to perform tests on the material for structures sensitive to variations in creep/shrinkage (i.e. redundant structures).
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Related Topics
Physical Sciences and Engineering Engineering Civil and Structural Engineering
Preview
Long-term behavior of self-compacting and normal vibrated concrete: Experiments and code predictions
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