Please use this identifier to cite or link to this item:
http://hdl.handle.net/10397/79778
DC Field | Value | Language |
---|---|---|
dc.contributor | Chinese Mainland Affairs Office | - |
dc.creator | Wu, F | - |
dc.creator | Liu, CW | - |
dc.creator | Diao, ZF | - |
dc.creator | Feng, B | - |
dc.creator | Sun, W | - |
dc.creator | Li, XL | - |
dc.creator | Zhao, S | - |
dc.date.accessioned | 2018-12-21T07:13:21Z | - |
dc.date.available | 2018-12-21T07:13:21Z | - |
dc.identifier.issn | 1687-8434 | en_US |
dc.identifier.uri | http://hdl.handle.net/10397/79778 | - |
dc.language.iso | en | en_US |
dc.publisher | Hindawi Publishing Corporation | en_US |
dc.rights | Copyright © 2018 Fan Wu et al. This is an open access article distributed under the Creative Commons Attribution License (https://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited. | en_US |
dc.rights | The following publication Wu, F., Liu, C. W., Diao, Z. F., Feng, B., Sun, W., Li, X. L., & Zhao, S. (2018). Improvement of mechanical properties in polypropylene- and glass-fibre-reinforced peach shell lightweight concrete. Advances in Materials Science and Engineering, 6250941, 1-11 is available at https://dx.doi.org/10.1155/2018/6250941 | en_US |
dc.title | Improvement of mechanical properties in polypropylene- and glass-fibre-reinforced peach shell lightweight concrete | en_US |
dc.type | Journal/Magazine Article | en_US |
dc.identifier.spage | 1 | en_US |
dc.identifier.epage | 11 | en_US |
dc.identifier.doi | 10.1155/2018/6250941 | en_US |
dcterms.abstract | The use of the polypropylene fibre and glass fibre with different volume fractions to improve the mechanical properties of peach shell lightweight concrete was investigated in this study. The volume fractions of 0.25%, 0.50%, and 0.75% were used for each fibre. The results showed that, as the polypropylene fibre and glass fibre were added into peach shell concrete, the density was reduced by up to 6.1% and the compressive strength, splitting tensile strength, and flexural strength were increased by 19.1%, 54.3%, and 38.6%, respectively. The highest compressive strength, splitting tensile strength, and flexural strength of 29.3 MPa, 2.87 MPa, and 3.09 MPa, respectively, were produced by peach shell concrete with 0.75% glass fibre. The results indicated that the incorporation of fibres significantly enhanced the postfailure toughness of peach shell concrete. It was found that the glass fibre was more effective than the polypropylene fibre in improving the mechanical properties of peach shell concrete. Although the incorporation of fibres slightly increased the water absorption and porosity, the type and content of fibres had no significant effect on water absorption and porosity. Therefore, the mechanical properties of peach shell lightweight concrete can be improved by adding polypropylene fibres and glass fibres. | - |
dcterms.accessRights | open access | en_US |
dcterms.bibliographicCitation | Advances in materials science and engineering, 2018, 6250941, p. 1-11 | - |
dcterms.isPartOf | Advances in materials science and engineering | - |
dcterms.issued | 2018 | - |
dc.identifier.isi | WOS:000426192600001 | - |
dc.identifier.eissn | 1687-8442 | en_US |
dc.identifier.artn | 6250941 | en_US |
dc.description.validate | 201812 bcrc | en_US |
dc.description.oa | Version of Record | en_US |
dc.identifier.FolderNumber | OA_IR/PIRA | en_US |
dc.description.pubStatus | Published | en_US |
dc.description.oaCategory | CC | en_US |
Appears in Collections: | Journal/Magazine Article |
Files in This Item:
File | Description | Size | Format | |
---|---|---|---|---|
Wu_Mechanical_Polypropylene_Glass-fibre-reinforced.pdf | 3.54 MB | Adobe PDF | View/Open |
Page views
126
Last Week
2
2
Last month
Citations as of Sep 22, 2024
Downloads
109
Citations as of Sep 22, 2024
SCOPUSTM
Citations
22
Citations as of Jun 21, 2024
WEB OF SCIENCETM
Citations
20
Citations as of Sep 26, 2024
Google ScholarTM
Check
Altmetric
Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.