Please use this identifier to cite or link to this item: http://hdl.handle.net/2440/125027
Citations
Scopus Web of Science® Altmetric
?
?
Type: Journal article
Title: Blending fibres to enhance the flexural properties of UHPFRC beams
Author: Sturm, A.B.
Visintin, P.
Oehlers, D.J.
Citation: Construction and Building Materials, 2020; 244:1-17
Publisher: Elsevier
Issue Date: 2020
ISSN: 0950-0618
1879-0526
Statement of
Responsibility: 
Alexander B. Sturm, Phillip Visintin, Deric J. Oehlers
Abstract: In this paper, the flexural behaviour of ultra-high performance fibre reinforced concrete (UHPFRC) beams reinforced with macro-, micro- and a blend of macro- and micro-fibres is investigated at all limit states. The goal of this study is to investigate whether the benefits of fibre blending that are observed at a material scale translate to the structural scale. To this end, six UHPFRC beams with two different cross-sections and three different mix designs were tested. Standard codified approaches as well as a segmental analysis technique are then applied to predict the measured load-deflection and load-crack width behaviour of the beams and it is shown that while standard approaches can predict serviceability deflections, the segmental analysis is more accurate when predicting crack width, member ductility and ultimate deformations. Following validation for beams with blended fibres, it is then used as the basis for a parametric study to further investigate the influence of beam geometry and reinforcing details.
Keywords: Fibre reinforced concrete; UHPC; UHPFRC; blended fibres; deflection; Crack width; ductility
Rights: © 2020 Elsevier Ltd. All rights reserved.
RMID: 1000013972
DOI: 10.1016/j.conbuildmat.2020.118328
Grant ID: http://purl.org/au-research/grants/arc/DP190102650
Appears in Collections:Civil and Environmental Engineering publications

Files in This Item:
There are no files associated with this item.


Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.