Please use this identifier to cite or link to this item:
https://hdl.handle.net/2440/138839
Citations | ||
Scopus | Web of Science® | Altmetric |
---|---|---|
?
|
?
|
Full metadata record
DC Field | Value | Language |
---|---|---|
dc.contributor.author | Bashar, I.I. | - |
dc.contributor.author | Sturm, A.B. | - |
dc.contributor.author | Visintin, P. | - |
dc.contributor.author | Sheikh, A.H. | - |
dc.date.issued | 2023 | - |
dc.identifier.citation | Construction and Building Materials, 2023; 366:130189-1-130189-11 | - |
dc.identifier.issn | 0950-0618 | - |
dc.identifier.issn | 1879-0526 | - |
dc.identifier.uri | https://hdl.handle.net/2440/138839 | - |
dc.description.abstract | If the beneficial effects of fibre reinforcement are to be considered in design of ultra-high performance fibre reinforced concrete (UHPC) structure, an understanding of the long-term creep behaviour is essential. The flexural/ tensile properties of UHPC depend on the individual contribution of discrete fibres that control the overall tensile properties. The creep of UHPC therefore depends on the pull-out creep of individual fibres under sustained load. Very little research has been conducted on single steel fibre pull-out creep. To address this lack of understanding, the impacts of fibre embedment length, fibre embedment angle and sustained load on pull-out creep are investigated in this research. The outcomes of the research show that for hooked-end fibres, a change of embedment length does not significantly influence pull-out creep. The inclination angle (angle between loading axis and fibre-embedded axis) had a significant role in concrete breakage at the loading end (embedded end at loading side) which generally occurred during the application of sustained load. Therefore, the pull-out creep was influenced by the fibre inclination angle for concrete breakage during application of sustained load. Finally, as expected with an increase in load, fibre pull-out creep increased. | - |
dc.description.statementofresponsibility | Iftekhair Ibnul Bashar, Alexander Bonaparte Sturm, Phillip Visintin, Abdul Hamid Sheikh | - |
dc.language.iso | en | - |
dc.publisher | Elsevier | - |
dc.rights | © 2022 Elsevier Ltd. All rights reserved. | - |
dc.source.uri | http://dx.doi.org/10.1016/j.conbuildmat.2022.130189 | - |
dc.subject | Pull-out creep; hooked-end fibre; ultra-high-performance concrete; single fibre | - |
dc.title | Pull-Out Creep of Hooked-End Fibre Embedded in Ultra-High-Performance Concrete | - |
dc.type | Journal article | - |
dc.identifier.doi | 10.1016/j.conbuildmat.2022.130189 | - |
dc.relation.grant | http://purl.org/au-research/grants/arc/190102650 | - |
pubs.publication-status | Published | - |
dc.identifier.orcid | Bashar, I.I. [0000-0002-3816-6431] | - |
dc.identifier.orcid | Visintin, P. [0000-0002-4544-2043] | - |
dc.identifier.orcid | Sheikh, A.H. [0000-0002-2839-1707] | - |
Appears in Collections: | Civil and Environmental Engineering publications |
Files in This Item:
File | Description | Size | Format | |
---|---|---|---|---|
PULL-OUT CREEP OF HOOKED-END FIBRE EMBEDDED IN ULTRA-HIGH-PERFORMANCE CONCRETE - final version.pdf Restricted Access | Accepted version | 1.25 MB | Adobe PDF | View/Open |
Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.