Napredna pretraga

Pregled bibliografske jedinice broj: 593491

Plain- and reinforced-concrete planar beam finite elements with embedded transversal cracking


Jelenić, Gordan; Šćulac, Paulo; Škec, Leo
Plain- and reinforced-concrete planar beam finite elements with embedded transversal cracking // Proceedings of the 6th European Congress on Computational Methods in Applied Sciences and Engineering (ECCOMAS 2012) / Eberhardsteiner, J. ; Böhm, H.J. ; Rammerstorfer, F.G. (ur.).
Vienna, Austria: Vienna University of Technology, 2012. (predavanje, međunarodna recenzija, cjeloviti rad (in extenso), znanstveni)


Naslov
Plain- and reinforced-concrete planar beam finite elements with embedded transversal cracking

Autori
Jelenić, Gordan ; Šćulac, Paulo ; Škec, Leo

Vrsta, podvrsta i kategorija rada
Radovi u zbornicima skupova, cjeloviti rad (in extenso), znanstveni

Izvornik
Proceedings of the 6th European Congress on Computational Methods in Applied Sciences and Engineering (ECCOMAS 2012) / Eberhardsteiner, J. ; Böhm, H.J. ; Rammerstorfer, F.G. - Vienna, Austria : Vienna University of Technology, 2012

ISBN
978-3-9502481-9-7

Skup
6th European Congress on Computational Methods in Applied Sciences and Engineering (ECCOMAS 2012)

Mjesto i datum
Beč, Austrija, 10.-14.9.2012

Vrsta sudjelovanja
Predavanje

Vrsta recenzije
Međunarodna recenzija

Ključne riječi
Fictitious crack model; layered beam element; embedded discontinuity; bi-linear damage

Sažetak
In this work a primary fundamental ingredient of the mechanism – crack formation and development – is addressed and implemented in a planar layered reinforced-concrete beam element. The mechanism of crack initiation and growth is described using the strength criterion in conjunction with exact kinematics of the interlayer connection. In this way a novel embedded-discontinuity beam finite element is derived in which the tensile stresses in concrete at the integration points reaching the tensile strength will trigger a crack to open. The cracked layer(s) will involve discontinuity in the cross-sectional rotation equal to the crack-profile angle. A bond-slip relationship is superimposed onto this model in a kinematically coherent manner with reinforcement being treated as an additional layer of zero thickness with its own material parameters and a constitutive law implemented in a multi-layered beam element. The discrete-crack embedded discontinuity approach is utilized in order to avoid the need for remeshing in smeared-crack model and artificial penalty stiffnesses in discrete-crack interface elements. The strain measures in a beam layer are related to the displacement and rotation functions using the geometrically exact Reissner’s beam model, which in the case of geometrically linear analysis reduces to the standard Timoshenko beam model.

Izvorni jezik
Engleski

Znanstvena područja
Građevinarstvo, Temeljne tehničke znanosti



POVEZANOST RADA


Projekt / tema
114-0000000-3025 - Unapređenje točnosti nelinearnih grednih elemenata s neograničenim 3D rotacijama (Gordan Jelenić, )

Ustanove
Građevinski fakultet, Rijeka