prikaz prve stranice dokumenta Cross laminated timber at in-plane beam loading – Comparison of model predictions and FE-analyse
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Cross laminated timber at in-plane beam loading – Comparison of model predictions and FE-analyse
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. i Rajčić, V. (2019). Cross laminated timber at in-plane beam loading – Comparison of model predictions and FE-analyse. 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-analyse." Engineering structures, vol. 179, 2019, str. 246-254. https://doi.org/10.1016/j.engstruct.2018.10.068

Danielsson, Henrik, Mario Jeleč, Erik Serrano i Vlatka Rajčić. "Cross laminated timber at in-plane beam loading – Comparison of model predictions and FE-analyse." 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-analyse', Engineering structures, 179, str. 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-analyse. Engineering structures [Internet]. 2019. [pristupljeno 02.12.2024.];179:246-254. doi: 10.1016/j.engstruct.2018.10.068

H. Danielsson, M. Jeleč, E. Serrano i V. Rajčić, "Cross laminated timber at in-plane beam loading – Comparison of model predictions and FE-analyse", Engineering structures, vol. 179, str. 246-254, 2019. [Online]. Dostupno na: https://urn.nsk.hr/urn:nbn:hr:237:223445. [Citirano: 02.12.2024.]

Za citiranje koristite ovu mrežnu adresu: https://urn.nsk.hr/urn:nbn:hr:237:223445
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Podaci o radu
Naslov (engleski)Cross laminated timber at in-plane beam loading – Comparison of model predictions and FE-analyse
AutorHenrik Danielsson
AutorMario Jeleč
AutorErik Serrano
AutorVlatka Rajčić
Autorova ustanovaSveučilište u Zagrebu
Građevinski fakultet
Znanstveno / umjetničko
područje, polje i grana		TEHNIČKE ZNANOSTI
Građevinarstvo
Sažetak (engleski)
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.
Ključne riječi (engleski)
Jezikengleski
Vrsta publikacijeZnanstveni rad - Izvorni znanstveni rad
Status objaveObjavljen
Vrsta recenzijeRecenziran - međunarodna recenzija
Verzija publikacijeObjavljena verzija rada (izdavačev PDF)
Naslov časopisaEngineering structures
Brojčani podacivol. 179, str. 246-254
e-ISSN1873-7323
DOIhttps://doi.org/10.1016/j.engstruct.2018.10.068
URN:NBNurn:nbn:hr:237:223445
Datum objave publikacije2019
Vrsta resursaTekst
Prava pristupaOtvoreni pristup
Uvjeti korištenjaIkona licence Zaštićeno autorskim pravom.
Datum i vrijeme pohrane2024-09-05 11:35:49