Pregled bibliografske jedinice broj: 1255445
Concrete edge breakout of anchor channels—On the influence of member thickness and installation in pockets
Concrete edge breakout of anchor channels—On the influence of member thickness and installation in pockets // Structural concrete, 23 (2021), 5; 2803-2819 doi:10.1002/suco.202100492 (međunarodna recenzija, članak, znanstveni)
CROSBI ID: 1255445 Za ispravke kontaktirajte CROSBI podršku putem web obrasca
Naslov
Concrete edge breakout of anchor channels—On the
influence of member thickness and installation in
pockets
Autori
Bogdanić, Anton ; Casucci, Daniele ; Ožbolt, Joško
Izvornik
Structural concrete (1464-4177) 23
(2021), 5;
2803-2819
Vrsta, podvrsta i kategorija rada
Radovi u časopisima, članak, znanstveni
Ključne riječi
anchor channels ; characteristic member thickness ; concrete edge breakout ; influence of member thickness ; modification factor ; pockets
Sažetak
Anchor channels are frequently used in curtain wall applications and are expected to meet several requirements, such as installation in floor slabs with limited member thickness, small edge distances, pockets, etc. An extensive numerical parametric study and an experimental investigation were conducted to evaluate all the relevant parameters affecting the concrete edge breakout failure. The influence of member thickness and the influence of pockets on the concrete edge breakout capacity of anchor channels in uncracked and unreinforced concrete members is investigated. The results show that the current characteristic member thickness becomes too conservative with increasing edge distance, whereas the verification based on the current model may result in slightly overestimated capacities for thin members. Moreover, in some countries it is common to install the curtain wall fastening point in a recess of the concrete member often called a “pocket.” The most important parameters affecting the capacity of anchor channels in pockets are the edge distance, pocket size and height, and reduced member thickness. Modifications of the current concrete design model are proposed, as well as an additional modification factor to account for the influence of pockets.
Izvorni jezik
Engleski
Znanstvena područja
Građevinarstvo
POVEZANOST RADA
Projekti:
EK-EFRR-RC.2.2.06-0001 - Razvoj istraživačke infrastrukture na kampusu Sveučilišta u Rijeci (RISK) (Ožanić, Nevenka, EK - Operativni program Regionalna konkurentnost) ( CroRIS)
Ustanove:
Građevinski fakultet, Rijeka
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