M. Tanimura, R. Sato and Y. Hiramatsu
Journal of Advanced Concrete Technology, 5(2) 149-160, 2007
This paper focuses to show the importance of
autogenous shrinkage on serviceability performance of reinforced high-strength concrete
(HSC) flexural beams, and also the effectiveness of low-shrinkage HSCs (LS-HSC) that
made by using expansive additive and/or shrinkage-reducing chemical agent and/or
Belite-rich low heat Portland cement with regards to the improvement of flexural
serviceability performances of the beams. In addition, this paper, from the design
equation point of view, proposes a new concept for evaluating flexural crack width
and deformation of RC beams, considering the early age deformation of concrete before
loading. The experimental results show that autogenous shrinkage of HSC affect the
increase in crack width and deformation of the RC beams significantly, while LS-HSCs
markedly improve its serviceability performances. The present concept, taking into
account strain change in tension reinforcement and curvature change at cracked section
before and after loading, is effective in explaining the effects of shrinkage and
expansion of concrete before loading on maximum crack width and flexural deformation
of the RC beams. JSCE (Japan Society of Civil Engineers) code equations for predicting
maximum crack width and flexural deformation into which the present concept is incorporated,
improve the prediction accuracy compared with conventinal ones and show fairly good
agreement with experimental results.
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