Show simple item record

dc.contributor.authorO'Ceallaigh, Conan
dc.contributor.authorSikora, Karol
dc.contributor.authorHarte, Annette M.
dc.date.accessioned2018-09-25T14:33:26Z
dc.date.available2018-09-25T14:33:26Z
dc.date.issued2018-08-21
dc.identifier.citationO’Ceallaigh, Conan, Sikora, Karol, & Harte, Annette. (2018). The Influence of Panel Lay-Up on the Characteristic Bending and Rolling Shear Strength of CLT. Buildings, 8(9), 114. doi: 10.3390/buildings8090114en_IE
dc.identifier.issn2075-5309
dc.identifier.urihttp://hdl.handle.net/10379/14561
dc.description.abstractThe objective of this study was to characterise the behaviour of cross laminated timber (CLT) panels and the influence of the panel lay-up on the failure strength. Three different panel configurations of thickness, 60 mm, 100 mm, and 120 mm, were loaded in the out-of-plane direction. The 60 mm and 120 mm panel configuration comprised three layers of equal thickness, and the intermediate 100mmthick panel comprised five layers of equal thickness. The mean and characteristic bending and rolling shear strength of the panels were examined. The results show that the mean bending and rolling shear strength decrease with the panel thickness. The characteristic results have shown that there is an influence because of the number of boards within the panel. The characteristic bending strength values for the five-layer 100 mm thick panel were found to be higher than that of the three-layer 60 mm panel. The characteristic rolling shear values decreased in the five-layer panels, however, the increased number of layers subjected to the rolling shear results in a reduced variability in the rolling shear strength.en_IE
dc.description.sponsorshipThis work has been carried out as a part of the project entitled ‘Commercialisation of Irish Cross Laminated Timber’ (project ref. 15/C/694), funded by the Department of Agriculture, Food, and the Marine of the Republic of Ireland.en_IE
dc.formatapplication/pdfen_IE
dc.language.isoenen_IE
dc.publisherMDPIen_IE
dc.relation.ispartofBuildingsen
dc.subjectBending strengthen_IE
dc.subjectCross laminated timberen_IE
dc.subjectEngineered wood productsen_IE
dc.subjectRolling shearen_IE
dc.subjectStrengthen_IE
dc.subjectSitka spruceen_IE
dc.titleThe influence of panel lay-up on the characteristic bending and rolling shear strength of CLTen_IE
dc.typeArticleen_IE
dc.date.updated2018-09-24T19:30:09Z
dc.identifier.doi10.3390/buildings8090114
dc.local.publishedsourcehttps://dx.doi.org/10.3390/buildings8090114en_IE
dc.description.peer-reviewedpeer-reviewed
dc.contributor.funderDepartment of Agriculture, Food and the Marineen_IE
dc.internal.rssid14992184
dc.local.contactAnnette M. Harte, Dept. Of Civil Engineering, Civil Engineering Building, Nui Galway. 2732 Email: annette.harte@nuigalway.ie
dc.local.copyrightcheckedYes
dc.local.versionPUBLISHED
nui.item.downloads116


Files in this item

Attribution-NonCommercial-NoDerivs 3.0 Ireland
This item is available under the Attribution-NonCommercial-NoDerivs 3.0 Ireland. No item may be reproduced for commercial purposes. Please refer to the publisher's URL where this is made available, or to notes contained in the item itself. Other terms may apply.

The following license files are associated with this item:

Thumbnail

This item appears in the following Collection(s)

Show simple item record