Pregled bibliografske jedinice broj: 779900
Modelling cracking in RC tensile members using an embedded-crack beam finite element
Modelling cracking in RC tensile members using an embedded-crack beam finite element // 8th International Congress of Croatian Society of Mechanics/ Book of Abstracts / Kožar, Ivica ; Bićanić, Nenad ; Jelenić, Gordan ; Čanađija, Marko (ur.).
Opatija: Hrvatsko društvo za mehaniku (HDM), 2015. str. 97-97 (predavanje, međunarodna recenzija, sažetak, znanstveni)
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Naslov
Modelling cracking in RC tensile members using an embedded-crack beam finite element
Autori
Šćulac, Paulo ; Jelenić, Gordan ; Grandić, Davor
Vrsta, podvrsta i kategorija rada
Sažeci sa skupova, sažetak, znanstveni
Izvornik
8th International Congress of Croatian Society of Mechanics/ Book of Abstracts
/ Kožar, Ivica ; Bićanić, Nenad ; Jelenić, Gordan ; Čanađija, Marko - Opatija : Hrvatsko društvo za mehaniku (HDM), 2015, 97-97
ISBN
978-953-7539-20-7
Skup
8th International Congress of Croatian Society of Mechanics
Mjesto i datum
Opatija, Hrvatska, 29.09.2015. - 02.10.2015
Vrsta sudjelovanja
Predavanje
Vrsta recenzije
Međunarodna recenzija
Ključne riječi
embedded discontinuity; uniaxial tension; reinforced-concrete
(ugrađeni diskontinuitet; jednoosni vlak; armirani beton)
Sažetak
In this work we focus on the development of an embedded-crack beam/bar finite element in order to study the cracking mechanism occurring in RC members subjected to uniaxial tension. In the proposed formulation, the transversal crack is considered assuming a discontinuity in the displacement field. The crack initiation and growth are described using the principles of damage mechanics in conjunction with energy considerations originating from fracture mechanics. The crack is treated as cohesive, i.e. such that an amount of cohesion between the crack surfaces will continue to exist provided the crack opening is sufficiently narrow. This cohesion will be modelled using a damage law defined by the tensile concrete strength and fracture energy. The crack development predicted by this model is investigated for monotonically increasing loading and compared with numerical and experimental results.
Izvorni jezik
Engleski
Znanstvena područja
Građevinarstvo, Temeljne tehničke znanosti
POVEZANOST RADA
Projekti:
HRZZ-IP-2013-11-1631 - Aproksimacija ovisna o konfiguraciji u nelinearnoj analizi konstrukcija metodom konačnih elemenata (CANFAS) (Jelenić, Gordan, HRZZ - 2013-11) ( CroRIS)
Ustanove:
Građevinski fakultet, Rijeka