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Simplified prediction of the time dependent deflection of SFRC flexural members

It is well known that the inclusion of steel fibres into a concrete matrix has the potential to improve both the serviceability and strength characteristics of reinforced concrete. As a result of decades of academic interest into the material, design provisions for flexural strength, shear strength...

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Bibliographic Details
Published in:Materials and structures 2020-06, Vol.53 (3), Article 48
Main Authors: Watts, Murray J., Amin, Ali, Gilbert, R. Ian, Kaufmann, Walter, Minelli, Fausto
Format: Article
Language:English
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Summary:It is well known that the inclusion of steel fibres into a concrete matrix has the potential to improve both the serviceability and strength characteristics of reinforced concrete. As a result of decades of academic interest into the material, design provisions for flexural strength, shear strength and short-term serviceability have been incorporated into international codes of practice. However, available design guidelines typically contain little or no guidance for engineers to confidently predict the long-term behaviour of structures manufactured with steel fibre reinforced concrete (SFRC). This limits the full utilization of the material in design practice. This paper presents a simplified model, suitable for design, that can reliably predict the effects of creep and shrinkage in SFRC members containing conventional reinforcement which are subjected to a sustained in-service flexural load. Predictions of the proposed model are compared to available data in the literature and are shown to correlate well.
ISSN:1359-5997
1871-6873
DOI:10.1617/s11527-020-01479-8