Pregled bibliografske jedinice broj: 1264329
Modelling delamination of a DCB test by using non-linear truss interface elements and plate elements with assumed shear strain
Modelling delamination of a DCB test by using non-linear truss interface elements and plate elements with assumed shear strain // Book of Extended Abstracts of the 6th ECCOMAS Young Investigators Conference
online, 2021. str. 16-23 (predavanje, međunarodna recenzija, prošireni sažetak, znanstveni)
CROSBI ID: 1264329 Za ispravke kontaktirajte CROSBI podršku putem web obrasca
Naslov
Modelling delamination of a DCB test by using non-linear truss interface elements and plate elements with assumed shear strain
Autori
Hlača, Ivan ; Ribarić, Dragan ; Škec, Leo ; Ranjbar Zefreh, Maedeh
Vrsta, podvrsta i kategorija rada
Sažeci sa skupova, prošireni sažetak, znanstveni
Izvornik
Book of Extended Abstracts of the 6th ECCOMAS Young Investigators Conference
/ - , 2021, 16-23
Skup
VI ECCOMAS Young Investigators Conference
Mjesto i datum
Online, 07.07.2021. - 09.07.2021
Vrsta sudjelovanja
Predavanje
Vrsta recenzije
Međunarodna recenzija
Ključne riječi
Fracture Mechanics, Delamination, Cohesive Zone Model, Finite Element Analysis
Sažetak
In this work we are investigating mode I delamination of plate-like specimens, where the width is comparable to the length. In such cases anticlastic bending of the plates takes place on the debonded part and the crack front is a curve, rather than a straight line. We model the interface by means of discrete non-linear truss elements with embedded exponential traction-separation law. Such choice is justified because in this test, only pure mode I (opening) displacements occur at the interface, which in our case will cause axial elongation of the truss elements. The plates are modelled using 4-node plate finite elements derived by the assumed shear strain approach that pass the general constant-bending patch test. Cohesive-zone interface parameter identification is performed by a direct method (J-integral) and by virtual experiments regression. Numerical tests have been performed and the exponential cohesive-zone interface model compared against the bi-linear in terms of precision, robustness and computational time. The results confirm the experimentally observed behavior with anticlastic bending of the arms and the curved crack front.
Izvorni jezik
Engleski
Znanstvena područja
Temeljne tehničke znanosti
POVEZANOST RADA
Projekti:
HRZZ-IP-2016-06-4775 - Metoda usvojenih deformacija za konačne elemente slojevitih ploča i ljuski i njena primjena na probleme delaminacije (ASDEL) (Ribarić, Dragan, HRZZ - 2016-06) ( CroRIS)
Ustanove:
Građevinski fakultet, Rijeka