Pregled bibliografske jedinice broj: 959659
Two-layered Plates with Assumed Shear Strain Fields
Two-layered Plates with Assumed Shear Strain Fields // Book of Abstracts / Marović, Pavao ; Krstulović-Opara, Lovre ; Galić, Mirela (ur.).
Split: Hrvatsko drušvo za mehaniku, 2018. str. 92-92 (predavanje, međunarodna recenzija, kratko priopćenje, znanstveni)
CROSBI ID: 959659 Za ispravke kontaktirajte CROSBI podršku putem web obrasca
Naslov
Two-layered Plates with Assumed Shear Strain Fields
Autori
Ribarić, Dragan
Vrsta, podvrsta i kategorija rada
Sažeci sa skupova, kratko priopćenje, znanstveni
Izvornik
Book of Abstracts
/ Marović, Pavao ; Krstulović-Opara, Lovre ; Galić, Mirela - Split : Hrvatsko drušvo za mehaniku, 2018, 92-92
Skup
9th International Congress of Croatian Society of Mechanics (ICCSM 2018)
Mjesto i datum
Split, Hrvatska, 18.09.2018. - 22.09.2018
Vrsta sudjelovanja
Predavanje
Vrsta recenzije
Međunarodna recenzija
Ključne riječi
Mindlin plate theory, finite element method, assumed strain approach, layered plates, elastic interconnections
Sažetak
We present a finite element model for a two- layered moderately thick plates based on the Mindlin plate theory. Starting from the pure displacement-based approach and the general expressions for the shear strains, selective constraints for the shear are assumed and a new layered plate element is introduced based on the mixed formulation. In the bending part of the formulation the starting transverse displacement interpolation has a cubic order and the rotation interpolations are quadratic while they are linked in both fields following the problem-dependent linked-interpolation expressions. In the membrane part the displacement interpolations are quadratic and also linked with the drilling nodal rotations by the constraints on constant stresses within the patch test. The element passes the general constant-bending patch test and has 36 degrees of freedom after the internal bubble parameters are statically condensed in the element stiffness matrix. The layers can have different material characteristics, but these are assumed to be linear for each layer. The element is tested on a set of benchmark problems and compared with the results produced by the displacement-based layered elements without reduction in shear and which stiffness matrix is calculated by the reduced integration technique. The element is also compared with the other elements from the literature.
Izvorni jezik
Engleski
Znanstvena područja
Građevinarstvo, 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
Profili:
Dragan Ribarić
(autor)