prikaz prve stranice dokumenta Cross laminated timber at in-plane beam loading – Comparison of model predictions and FE-analyses
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Scientific paper - Original scientific paper
Cross laminated timber at in-plane beam loading – Comparison of model predictions and FE-analyses
Engineering Structures, 179 (2019); 246-254. https://doi.org/10.1016/j.engstruct.2018.10.068
Danielsson, Henrik; Jeleč, Mario; Serrano, Erik; Rajčić, Vlatka

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Danielsson, H., Jeleč, M., Serrano, E. & Rajčić, V. (2019). Cross laminated timber at in-plane beam loading – Comparison of model predictions and FE-analyses. Engineering Structures, 179., 246-254. doi: 10.1016/j.engstruct.2018.10.068

Danielsson, Henrik, et al. "Cross laminated timber at in-plane beam loading – Comparison of model predictions and FE-analyses." Engineering Structures, vol. 179, 2019, pp. 246-254. https://doi.org/10.1016/j.engstruct.2018.10.068

Danielsson, Henrik, Mario Jeleč, Erik Serrano and Vlatka Rajčić. "Cross laminated timber at in-plane beam loading – Comparison of model predictions and FE-analyses." Engineering Structures 179 (2019): 246-254. https://doi.org/10.1016/j.engstruct.2018.10.068

Danielsson, H., et al. (2019) 'Cross laminated timber at in-plane beam loading – Comparison of model predictions and FE-analyses', Engineering Structures, 179, pp. 246-254. doi: 10.1016/j.engstruct.2018.10.068

Danielsson H, Jeleč M, Serrano E, Rajčić V. Cross laminated timber at in-plane beam loading – Comparison of model predictions and FE-analyses. Engineering Structures [Internet]. 2019 [cited 2024 December 25];179:246-254. doi: 10.1016/j.engstruct.2018.10.068

H. Danielsson, M. Jeleč, E. Serrano and V. Rajčić, "Cross laminated timber at in-plane beam loading – Comparison of model predictions and FE-analyses", Engineering Structures, vol. 179, pp. 246-254, 2019. [Online]. Available at: https://urn.nsk.hr/urn:nbn:hr:133:229738. [Accessed: 25 December 2024]

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Metadata
Title (english)Cross laminated timber at in-plane beam loading – Comparison of model predictions and FE-analyses
AuthorHenrik Danielsson
AuthorMario Jeleč
AuthorErik Serrano
AuthorVlatka Rajčić
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)
The work presented concerns validation of a specific analytical model for Cross Laminated Timber (CLT) at in-plane beam loading conditions. The original model (model A) has previously been presented in the literature and is also suggested to be used as a basis for design equations for the next version of Eurocode 5. An improved version (model B) of that original model (model A), regarding basic assumptions relating to the internal force distribution, has recently been presented in the literature. Here, comparisons between the original model (model A), the improved model (model B) and FE-analyses regarding magnitude and distribution of internal forces are presented. The main focus is on forces and torsional moments acting in the crossing areas between longitudinal and transversal laminations and relevant for shear mode III failure, meaning the relative sliding and rotation between two flat-side bonded laminations. The results show that the improved analytical model (model B) outperforms the original model (model A) in terms of giving predictions very close to the predictions of the FE-model. A further extension of the improved model (model B) regarding distribution of forces and torsional moments in the beam width direction is also presented.
Keywords (english)
Languageenglish
Publication typeScientific paper - Original scientific paper
Publication statusPublished
Peer reviewPeer review - international
Publication versionPublished version
Journal titleEngineering Structures
Numberingvol. 179, pp. 246-254
p-ISSN0141-0296
e-ISSN1873-7323
DOIhttps://doi.org/10.1016/j.engstruct.2018.10.068
URN:NBNurn:nbn:hr:133:229738
Publication2019
Document URLhttps://www.sciencedirect.com/science/article/pii/S0141029618320340?via%3Dihub
Type of resourceText
Access conditionsOpen access
Terms of useLicence Attribution 4.0 International (CC BY 4.0) icon
Created on2024-12-03 08:19:04