Pregled bibliografske jedinice broj: 779875
Strain-invariant and path-independent modified fixed-pole non-linear beam finite element
Strain-invariant and path-independent modified fixed-pole non-linear beam finite element // 8th International Congress of Croatian Society of Mechanics / Kožar, I. ; Bićanić, N. ; Jelenić, G. ; Čanađija, M. (ur.).
Opatija, Hrvatska, 2015. (predavanje, međunarodna recenzija, cjeloviti rad (in extenso), znanstveni)
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Naslov
Strain-invariant and path-independent modified fixed-pole non-linear beam finite element
Autori
Gaćeša, Maja ; Jelenić, Gordan
Vrsta, podvrsta i kategorija rada
Radovi u zbornicima skupova, cjeloviti rad (in extenso), znanstveni
Izvornik
8th International Congress of Croatian Society of Mechanics
/ Kožar, I. ; Bićanić, N. ; Jelenić, G. ; Čanađija, M. - , 2015
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
strain-invariance ; geometrically exact beam theory ; 3D beam theory ; fixed-pole approach
Sažetak
The topic of this work is the family of recently developed novel beam finite elements. The elements are geometrically non- linear, while the constitutive law is taken to be linear. In order to form a finite element, the principle of virtual work is used and the iterative rotational parameters are interpolated. The finite elements are developed using a special case of the spatial description of kinematic quantities, the so-called fixed- pole description, but with a modification at the nodal level which enables using the standard degrees of freedom. The formulations in which the rotational update is interpolated using Lagrangian interpolation are bound to exhibit strain non-invariant and path-dependent behavior. In the presented family of finite elements, an invariant update of strain measures is implemented which solves the problem of strain non-invariance, while the use of the generalized shape functions produces pathindependent results in two of the three proposed elements. These two interventions result in a family of geometrically exact strain-invariant and path-independent elements, which is demonstrated by a numerical example.
Izvorni jezik
Engleski
Znanstvena područja
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
Profili:
Maja Gaćeša
(autor)