Please use this identifier to cite or link to this item: http://bura.brunel.ac.uk/handle/2438/14858
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dc.contributor.authorAbdallah, S-
dc.contributor.authorFan, M-
dc.contributor.authorZhou, X-
dc.date.accessioned2017-06-29T15:10:22Z-
dc.date.available2017-05-22-
dc.date.available2017-06-29T15:10:22Z-
dc.date.issued2017-
dc.identifier.citationInternational Journal of Concrete Structures and Materials, 2017en_US
dc.identifier.issn1976-0485-
dc.identifier.urihttp://bura.brunel.ac.uk/handle/2438/14858-
dc.description.abstractThis paper presents the fibre-matrix interfacial properties of hooked end steel fibres embedded in ultra-high performance mortars with various water/binder (W/B) ratios. The principle objective was to improve bond behaviour in terms of bond strength by reducing the (W/B) ratio to a minimum. Results show that a decrease in W/B ratio has a significant effect on the bondslip behaviour of both types of 3D fibres, especially when the W/B ratio was reduced from 0.25 to 0.15. Furthermore, the optimization in maximizing pullout load and total pullout work is found to be more prominent for the 3D fibres with a larger diameter than for fibres with a smaller diameter. On the contrary, increasing the embedded length of the 3D fibres did not result in an improvement on the maximum pullout load, but increase in the total pullout work.en_US
dc.language.isoenen_US
dc.subjectpullout behaviouren_US
dc.subjectbond mechanismsen_US
dc.subjectwater/binder ratioen_US
dc.subjecthook geometryen_US
dc.subjectembedment length and fibre-matrix interfaceen_US
dc.titlePull-out Behaviour of Hooked End Steel Fibres Embedded in Ultra-high Performance Mortar with Various W/B Ratiosen_US
dc.typeArticleen_US
dc.identifier.doihttp://dx.doi.org/10.1007/s40069-017-0193-8-
dc.relation.isPartOfInternational Journal of Concrete Structures and Materials-
pubs.publication-statusPublished-
Appears in Collections:Dept of Mechanical and Aerospace Engineering Research Papers

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