Early Age Autogenous Shrinkage of Fibre Reinforced Concrete
| Auteur(s): |
Farid Ullah
(M.Sc., Structural Engineer Insinööritoimisto Mäkeläinen Ltd (Engineering Office Mäkeläinen Ltd) ; Äyritie 12 C, 01510 Vantaa , Finland)
Fahim Al-Neshawy (D.Sc. (Tech.), Staff Scientist Aalto University School of Engineering , Department of Civil Engineering P.O.Box 12100, FIN-00076 , Espoo , Finland) Jouni Punkki (D.Sc. (Tech.), Professor of Practice, Concrete Technology Aalto University School of Engineering Department of Civil Engineering P.O.Box 12100, FIN-00076 , Espoo , Finland) |
|---|---|
| Médium: | article de revue |
| Langue(s): | anglais |
| Publié dans: | Nordic Concrete Research, décembre 2018, n. 1, v. 59 |
| Page(s): | 59-72 |
| DOI: | 10.2478/ncr-2018-0015 |
| Abstrait: |
Concrete is often sensitive to cracking during the hardening process, and these cracks could be the result of early-age shrinkage. One method to reduce shrinkage is to add different types of fibres to concrete. The aim of this study was to study the effects of different types of fibres on the early-age autogenous shrinkage of concrete. Three different types of fibre materials were used in the research. A “Schleibinger Bending-drain” test setup was used to record early-age autogenous shrinkage of fresh concrete immediately after mixing. The results show that, a fibre dosage of 0.38% by volume was found to be effective in reducing the effects of early-age autogenous shrinkage of concrete. |
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sur cette fiche - Reference-ID
10705859 - Publié(e) le:
19.02.2023 - Modifié(e) le:
19.02.2023
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