Pregled bibliografske jedinice broj: 965737
Cross laminated timber at in-plane beam loading – Comparison of model predictions and FE-analyses
Cross laminated timber at in-plane beam loading – Comparison of model predictions and FE-analyses // Engineering structures, 179 (2019), 246-254 doi:10.1016/j.engstruct.2018.10.068 (međunarodna recenzija, članak, znanstveni)
CROSBI ID: 965737 Za ispravke kontaktirajte CROSBI podršku putem web obrasca
Naslov
Cross laminated timber at in-plane beam loading –
Comparison of model predictions and FE-analyses
Autori
Danielsson, Henrik ; Jeleč, Mario ; Serrano, Erik ; Rajčić, Vlatka
Izvornik
Engineering structures (0141-0296) 179
(2019);
246-254
Vrsta, podvrsta i kategorija rada
Radovi u časopisima, članak, znanstveni
Ključne riječi
CLT ; beam ; in-plane loading ; shear mode III ; FE-analysis
Sažetak
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.
Izvorni jezik
Engleski
Znanstvena područja
Građevinarstvo
POVEZANOST RADA
Ustanove:
Građevinski fakultet, Zagreb,
Građevinski i arhitektonski fakultet Osijek
Citiraj ovu publikaciju:
Časopis indeksira:
- Current Contents Connect (CCC)
- Web of Science Core Collection (WoSCC)
- Science Citation Index Expanded (SCI-EXP)
- SCI-EXP, SSCI i/ili A&HCI
- Scopus