prikaz prve stranice dokumenta A unified design proposal for shear stress prediction in crossing areas for cross laminated timber at in-plane shear and beam loading conditions
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Scientific paper - Original scientific paper
A unified design proposal for shear stress prediction in crossing areas for cross laminated timber at in-plane shear and beam loading conditions
Construction and building materials, 355 (2022); 129167. https://doi.org/10.1016/j.conbuildmat.2022.129167
Danielsson, Henrik; Jeleč, Mario

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Danielsson, H. & Jeleč, M. (2022). A unified design proposal for shear stress prediction in crossing areas for cross laminated timber at in-plane shear and beam loading conditions. Construction and building materials, 355.. doi: 10.1016/j.conbuildmat.2022.129167

Danielsson, Henrik and Mario Jeleč. "A unified design proposal for shear stress prediction in crossing areas for cross laminated timber at in-plane shear and beam loading conditions." Construction and building materials, vol. 355, 2022. https://doi.org/10.1016/j.conbuildmat.2022.129167

Danielsson, Henrik and Mario Jeleč. "A unified design proposal for shear stress prediction in crossing areas for cross laminated timber at in-plane shear and beam loading conditions." Construction and building materials 355 (2022). https://doi.org/10.1016/j.conbuildmat.2022.129167

Danielsson, H. and Jeleč, M. (2022) 'A unified design proposal for shear stress prediction in crossing areas for cross laminated timber at in-plane shear and beam loading conditions', Construction and building materials, 355. doi: 10.1016/j.conbuildmat.2022.129167

Danielsson H, Jeleč M. A unified design proposal for shear stress prediction in crossing areas for cross laminated timber at in-plane shear and beam loading conditions. Construction and building materials [Internet]. 2022 [cited 2024 December 21];355. doi: 10.1016/j.conbuildmat.2022.129167

H. Danielsson and M. Jeleč, "A unified design proposal for shear stress prediction in crossing areas for cross laminated timber at in-plane shear and beam loading conditions", Construction and building materials, vol. 355, 2022. [Online]. Available at: https://urn.nsk.hr/urn:nbn:hr:133:504340. [Accessed: 21 December 2024]

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Title (english)A unified design proposal for shear stress prediction in crossing areas for cross laminated timber at in-plane shear and beam loading conditions
AuthorHenrik Danielsson
AuthorMario Jeleč
Author's institutionJosip Juraj Strossmayer University of Osijek
Faculty of Civil Engineering and Architecture Osijek
Scientific / art field,
discipline and subdiscipline		TECHNICAL SCIENCES
Civil Engineering
Abstract (english)
Environmental and urbanization challenges during the last few decades encouraged steady growth of mass timber construction where attention is drawn to cross laminated timber (CLT) as one of the most interesting products in terms of mechanical properties, versatility, efficient prefabrication and sustainability. Standardisation and codification regarding testing and design of CLT elements are hence pointed out as one of the main issues within the ongoing revision procedure of Eurocode 5. A consistent and unified design approach for CLT at pure in-plane shear loading conditions (shear walls) and at in-plane beam loading conditions is however still missing. This paper deals with analytical models for the determination of stress components related to pre- dictions of load bearing capacity of CLT with respect to shear failure mode III – shear failure in the crossing areas constituted by the flatwise bonded areas between laminations of adjacent layers. This failure mode is relevant for both pure in-plane shear loading and in-plane beam loading conditions. The paper presents a review of previously proposed models for the prediction of shear stresses in crossing areas of CLT, for both loading conditions. Comparisons between FE-results and model predictions are reviewed indicating significant differences between them concerning the predicted influence of the CLT element lay-up and values of maximum shear stresses. Based on simplifications of models previously presented, a unified design proposal that is based on a rational and consistent mechanical background for both loading situations and that shows overall good agreement with FE-results is presented.
Keywords (english)
Languageenglish
Publication typeScientific paper - Original scientific paper
Publication statusPublished
Peer reviewPeer review - international
Publication versionPublished version
Journal titleConstruction and building materials
Numberingvol. 355, 129167
p-ISSN0950-0618
e-ISSN1879-0526
DOIhttps://doi.org/10.1016/j.conbuildmat.2022.129167
URN:NBNurn:nbn:hr:133:504340
Publication2022
Document URLhttps://www.sciencedirect.com/science/article/pii/S0950061822028239
Type of resourceText
Access conditionsOpen access
Terms of useLicence Attribution-NonCommercial-NoDerivatives 4.0 International (CC BY-NC-ND 4.0) icon
Created on2024-12-12 12:51:47