Pregled bibliografske jedinice broj: 1217973
Experimental Investigation of Cross Laminated Timber Elements with Holes or Notches at In-Plane Beam Loading Conditions
Experimental Investigation of Cross Laminated Timber Elements with Holes or Notches at In-Plane Beam Loading Conditions // Buildings, 12 (2022), 7; 967, 22 doi:10.3390/buildings12070967 (međunarodna recenzija, članak, znanstveni)
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Naslov
Experimental Investigation of Cross Laminated
Timber Elements with Holes or Notches at In-Plane
Beam Loading Conditions
Autori
Jeleč, Mario ; Damjanović, Domagoj ; Varevac, Damir ; Rajčić, Vlatka
Izvornik
Buildings (2075-5309) 12
(2022), 7;
967, 22
Vrsta, podvrsta i kategorija rada
Radovi u časopisima, članak, znanstveni
Ključne riječi
CLT ; In-plane ; Beam ; Hole ; Notch ; Experiment ; Model ; Bending ; Shear ; Crossing area
Sažetak
Environmental and urbanisation challenges have encouraged steady growth of mass timber structures where cross laminated timber (CLT) stands out in applications as full-size wall, floor, or beam elements. Beam elements are used mainly in situations where cross layers have a reinforcing effect on the tensile stress perpendicular to the beam axis, such as when introducing holes or notches, which is common practice in beams, due to engineering, installation, or architectural requirements. This paper presents experimental investigations of CLT beams with holes or notches for comparison and validation of an analytical model provided in the literature. Different sizes of holes and notches as well as different placements of the holes were considered in the experiments. All relevant failure modes were analysed and discussed in detail. Two predominant failure modes were indicated, i.e., bending failure and shear failure in crossing areas (mode III). Results further indicate that reduced lamination widths near the hole, notch, or element edges have a relatively small influence on the beam strength. Parametric studies indicate net shear failure (mode II) and tensile failure perpendicular to the beam axis as the critical failure modes in most of the considered cases, indicating their strong underestimation in design verifications according to the analytical model.
Izvorni jezik
Engleski
Znanstvena područja
Građevinarstvo
POVEZANOST RADA
Ustanove:
Građevinski fakultet, Zagreb,
Građevinski i arhitektonski fakultet Osijek
Poveznice na cjeloviti tekst rada:
Pristup cjelovitom tekstu rada doi www.mdpi.com www.researchgate.netCitiraj ovu publikaciju:
Časopis indeksira:
- Current Contents Connect (CCC)
- Web of Science Core Collection (WoSCC)
- Science Citation Index Expanded (SCI-EXP)
- Social Science Citation Index (SSCI)
- SCI-EXP, SSCI i/ili A&HCI
- Emerging Sources Citation Index (ESCI)
- Scopus