Pregled bibliografske jedinice broj: 1095773
Shear strength of in-plane loaded cross laminated timber beam elements –experimental and theoretical investigation
Shear strength of in-plane loaded cross laminated timber beam elements –experimental and theoretical investigation // IOP Conference Series: Materials Science and Engineering
Vysoké Tatry, Slovačka: IOP Publishing, 2020. 012013, 6 doi:10.1088/1757-899X/867/1/012013 (predavanje, međunarodna recenzija, cjeloviti rad (in extenso), znanstveni)
CROSBI ID: 1095773 Za ispravke kontaktirajte CROSBI podršku putem web obrasca
Naslov
Shear strength of in-plane loaded cross laminated
timber beam elements –experimental and theoretical
investigation
Autori
Jeleč, Mario ; Jeleč, Kristina ; Rajčić, Vlatka
Vrsta, podvrsta i kategorija rada
Radovi u zbornicima skupova, cjeloviti rad (in extenso), znanstveni
Izvornik
IOP Conference Series: Materials Science and Engineering
/ - : IOP Publishing, 2020
Skup
Young Scientists 2020 (YS20)
Mjesto i datum
Vysoké Tatry, Slovačka, 15.10.2020. - 16.10.2020
Vrsta sudjelovanja
Predavanje
Vrsta recenzije
Međunarodna recenzija
Ključne riječi
Cross laminated timber ; CLT beam ; in-plane ; FM III ; design ; experiment
Sažetak
Cross laminated timber (CLT), as a versatile engineered timber product, has in recent years become well-known and of global interests. The orthogonal laminar structure allows for application as beams, walls or panels for both out-of-plane and in-plane loading conditions. The work presented here concerns experimental investigations of in- plane loaded CLT beams, as very relevant from a practical engineering point of view due to reinforcing effect of transversal layers with respect to stress perpendicular to the beam axis. Experimental results are used for comparison and validation of design proposals from the literature, with the main focus on the shear failure mode III in crossing areas between orthogonally bonded longitudinal and transversal lamination. By using the assumed shear strength values from the literature, analytically predicted shear carrying capacities show good agreement with the experimentally obtained. Although further experimental validation is needed, obtained results indicate that suggested design proposals should be considered in ongoing revision work of Eurocode 5.
Izvorni jezik
Engleski
Znanstvena područja
Građevinarstvo
POVEZANOST RADA
Ustanove:
Grafički fakultet, Zagreb,
Građevinski i arhitektonski fakultet Osijek
Citiraj ovu publikaciju:
Časopis indeksira:
- Scopus