| Article ID | Journal | Published Year | Pages | File Type |
|---|---|---|---|---|
| 490739 | Procedia Technology | 2016 | 5 Pages |
Abstract
The work presented in this article aims to compare the experimental results on shear capacity of SFR-UHPC (steel fibre-reinforced ultra-high performance concrete) I-shaped beams against the modelling results. Steel fibres added to the concrete replace stirrups. The purpose of the paper is to confirm the feasibility of SFR-UHPC for I-shaped reinforced concrete beams and replacing classical stirrups by fibre reinforced concrete.
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Physical Sciences and Engineering
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