Utilize este identificador para referenciar este registo:
https://hdl.handle.net/1822/62924
Registo completo
Campo DC | Valor | Idioma |
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dc.contributor.author | Li, Dong | por |
dc.contributor.author | Ding, Yining | por |
dc.contributor.author | Wang, Qing | por |
dc.contributor.author | Zhang, Yongchao | por |
dc.contributor.author | Azevedo, Cecília | por |
dc.contributor.author | Zhang, Yulin | por |
dc.date.accessioned | 2020-01-06T16:00:30Z | - |
dc.date.available | 2021-01-01T07:00:44Z | - |
dc.date.issued | 2019 | - |
dc.date.submitted | 2018 | - |
dc.identifier.issn | 0024-9831 | por |
dc.identifier.uri | https://hdl.handle.net/1822/62924 | - |
dc.description.abstract | Textile mesh-reinforced concrete (TRC) and mortar have been studied in recent years. However, current testing methods are focused on simply supported members under uniaxial bending; these are inadequate for analysis of a biaxially tensioned fibre mesh and incapable of revealing the biaxial behaviour of a TRC panel. Moreover, the fibres can be damaged by the alkalinity of concrete. To overcome this inadequacy, a series experiment of two-way panels is carried out. The methodology used here consists of the experiment and analysis of experimental data, Suitable fibres are selected based on alkali resistance; the effect of fibre meshes on the biaxial bending capacity of the two-way TRC slabs is studied. By addressing the disadvantages of brittle fibre mesh-reinforced concrete compared with conventional reinforced-concrete panels, a significant improvement in the ductility of a TRC panel with steel fibres is achieved. Following the analysis of the experimental data, it can be concluded that a conventional steel mesh with reinforcement ratio of 0·2% can be replaced by a combination of glass or basalt fibre mesh and steel fibres. | por |
dc.description.sponsorship | National Natural Science Foundation of China. Grants: 51578109 and 51421064. | por |
dc.language.iso | eng | por |
dc.publisher | ICE Publishing | por |
dc.rights | openAccess | por |
dc.rights.uri | http://creativecommons.org/licenses/by/4.0/ | por |
dc.subject | composite materials | por |
dc.subject | reinforcement | por |
dc.subject | durability-related properties | por |
dc.subject | slabs and plates | por |
dc.subject | load and loading | por |
dc.subject | toughness | por |
dc.subject | slabs & plates | por |
dc.subject | Plates/ toughness | por |
dc.subject | Reinforcement/slabs | por |
dc.title | Hybrid effect of fibre mesh and short fibres on the biaxial bending behaviour of TRC | por |
dc.type | article | por |
dc.peerreviewed | yes | por |
dc.relation.publisherversion | https://www.icevirtuallibrary.com/doi/full/10.1680/jmacr.17.00284 | por |
oaire.citationStartPage | 869 | por |
oaire.citationEndPage | 880 | por |
oaire.citationIssue | 16 | por |
oaire.citationVolume | 71 | por |
dc.identifier.doi | 10.1680/jmacr.17.00284 | por |
dc.subject.fos | Engenharia e Tecnologia::Engenharia Civil | por |
dc.subject.wos | Science & Technology | por |
sdum.journal | Magazine of Concrete Research | por |
Aparece nas coleções: | CMAT - Artigos em revistas com arbitragem / Papers in peer review journals |
Ficheiros deste registo:
Ficheiro | Descrição | Tamanho | Formato | |
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Revised manuscript.pdf | 1,22 MB | Adobe PDF | Ver/Abrir |
Este trabalho está licenciado sob uma Licença Creative Commons