Please use this identifier to cite or link to this item: https://doi.org/10.1680/macr.2011.63.11.813
DC FieldValue
dc.titleEffect of high strain rate loading on compressive behaviour of fibre-reinforced high-strength concrete
dc.contributor.authorWang, S.
dc.contributor.authorZhang, M.-H.
dc.contributor.authorQuek, S.T.
dc.date.accessioned2014-06-17T05:29:40Z
dc.date.available2014-06-17T05:29:40Z
dc.date.issued2011-11-01
dc.identifier.citationWang, S., Zhang, M.-H., Quek, S.T. (2011-11-01). Effect of high strain rate loading on compressive behaviour of fibre-reinforced high-strength concrete. Magazine of Concrete Research 63 (11) : 813-827. ScholarBank@NUS Repository. https://doi.org/10.1680/macr.2011.63.11.813
dc.identifier.issn00249831
dc.identifier.urihttp://scholarbank.nus.edu.sg/handle/10635/59021
dc.description.abstractThis paper presents a laboratory experimental study on the effect of high strain rate loading on compressive behaviour of plain and fibre-reinforced high-strength concrete with similar strength of 80-90 MPa. Steel fibres, polyethylene fibres and a combination of these were used in the fibre-reinforced high-strength concrete. Split- Hopkinson pressure bar equipment and a hydraulic test machine were used to determine the concrete behaviour at strain rates from about 10 to 300/s and from about 1024 to 1021/s, respectively. Dynamic increase factor and fracture patterns of the specimens, concrete matrix and fibres are discussed. The CEB-FIP equation is found to be applicable to the high-strength concrete, but overestimated the dynamic increase factor of fibre-reinforced high-strength concrete at strain rates beyond a transition strain rate of 30/s. A modified dynamic increase factor equation is proposed for plain high-strength concrete and fibre-reinforced high-strength concrete. © 2011 Thomas Telford Ltd.
dc.description.urihttp://libproxy1.nus.edu.sg/login?url=http://dx.doi.org/10.1680/macr.2011.63.11.813
dc.sourceScopus
dc.typeArticle
dc.contributor.departmentCIVIL & ENVIRONMENTAL ENGINEERING
dc.description.doi10.1680/macr.2011.63.11.813
dc.description.sourcetitleMagazine of Concrete Research
dc.description.volume63
dc.description.issue11
dc.description.page813-827
dc.description.codenMCORA
dc.identifier.isiut000296916500003
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