File Download

There are no files associated with this item.

  Links for fulltext
     (May Require Subscription)
Supplementary

Article: Roles of water film thickness and fibre factor in workability of polypropylene fibre reinforced mortar

TitleRoles of water film thickness and fibre factor in workability of polypropylene fibre reinforced mortar
Authors
KeywordsFibre factor
Fibre reinforced mortar
Packing density
Polypropylene fibre
Water film thickness
Issue Date2018
PublisherPergamon. The Journal's web site is located at http://www.elsevier.com/locate/cemconcomp
Citation
Cement and Concrete Composites, 2018, v. 93, p. 196-204 How to Cite?
AbstractFor plain mortar without fibres, it has been found that its fresh properties are governed mainly by the water film thickness (WFT). For fibre reinforced mortar with fibres added, it has been suggested that the effects of the fibres may be evaluated in terms of a fibre factor (FF) combining the fibre volume and aspect ratio together. In two previous studies on the workability of polypropylene (PP) fibre reinforced mortar, the combined effects of WFT and fibre volume and the combined effects of WFT and fibre length have been separately studied. Herein, additional tests with both the fibre volume and fibre length varying simultaneously have been carried out to generate more data for evaluating the combined effects of WFT, fibre volume and fibre length. Based on the test results, a new model is developed whereby the workability attributes are each expressed as a single-variable function of the product of a linear function of WFT and an exponential function of FF. By this model, the roles of WFT and FF are revealed and the workability may be estimated for preliminary design of PP fibre reinforced mortar.
Persistent Identifierhttp://hdl.handle.net/10722/277344
ISSN
2023 Impact Factor: 10.8
2023 SCImago Journal Rankings: 3.650
ISI Accession Number ID

 

DC FieldValueLanguage
dc.contributor.authorLi, LG-
dc.contributor.authorChu, SH-
dc.contributor.authorZeng, KL-
dc.contributor.authorZhu, J-
dc.contributor.authorKwan, AKH-
dc.date.accessioned2019-09-20T08:49:11Z-
dc.date.available2019-09-20T08:49:11Z-
dc.date.issued2018-
dc.identifier.citationCement and Concrete Composites, 2018, v. 93, p. 196-204-
dc.identifier.issn0958-9465-
dc.identifier.urihttp://hdl.handle.net/10722/277344-
dc.description.abstractFor plain mortar without fibres, it has been found that its fresh properties are governed mainly by the water film thickness (WFT). For fibre reinforced mortar with fibres added, it has been suggested that the effects of the fibres may be evaluated in terms of a fibre factor (FF) combining the fibre volume and aspect ratio together. In two previous studies on the workability of polypropylene (PP) fibre reinforced mortar, the combined effects of WFT and fibre volume and the combined effects of WFT and fibre length have been separately studied. Herein, additional tests with both the fibre volume and fibre length varying simultaneously have been carried out to generate more data for evaluating the combined effects of WFT, fibre volume and fibre length. Based on the test results, a new model is developed whereby the workability attributes are each expressed as a single-variable function of the product of a linear function of WFT and an exponential function of FF. By this model, the roles of WFT and FF are revealed and the workability may be estimated for preliminary design of PP fibre reinforced mortar.-
dc.languageeng-
dc.publisherPergamon. The Journal's web site is located at http://www.elsevier.com/locate/cemconcomp-
dc.relation.ispartofCement and Concrete Composites-
dc.subjectFibre factor-
dc.subjectFibre reinforced mortar-
dc.subjectPacking density-
dc.subjectPolypropylene fibre-
dc.subjectWater film thickness-
dc.titleRoles of water film thickness and fibre factor in workability of polypropylene fibre reinforced mortar-
dc.typeArticle-
dc.identifier.emailKwan, AKH: khkwan@hkucc.hku.hk-
dc.identifier.authorityKwan, AKH=rp00127-
dc.description.naturelink_to_subscribed_fulltext-
dc.identifier.doi10.1016/j.cemconcomp.2018.07.014-
dc.identifier.scopuseid_2-s2.0-85050478290-
dc.identifier.hkuros305481-
dc.identifier.volume93-
dc.identifier.spage196-
dc.identifier.epage204-
dc.identifier.isiWOS:000446283300018-
dc.publisher.placeUnited Kingdom-
dc.identifier.issnl0958-9465-

Export via OAI-PMH Interface in XML Formats


OR


Export to Other Non-XML Formats