Napredna pretraga

Pregled bibliografske jedinice broj: 779900

Modelling cracking in RC tensile members using an embedded-crack beam finite element


Šćulac, Paulo; Jelenić, Gordan; Grandić, Davor
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: Croatian Society of Mechanics, 2015. str. 97-97 (predavanje, međunarodna recenzija, sažetak, znanstveni)


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 : Croatian Society of Mechanics, 2015, 97-97

ISBN
978-953-7539-20-7

Skup
8th International Congress of Croatian Society of Mechanics

Mjesto i datum
Opatija, Hrvatska, 29.09.2015-2.10.2015

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


Projekt / tema
HRZZ-IP-2013-11-1631 - Aproksimacija ovisna o konfiguraciji u nelinearnoj analizi konstrukcija metodom konačnih elemenata (Gordan Jelenić, )

Ustanove
Građevinski fakultet, Rijeka