Pregled bibliografske jedinice broj: 1132074
A computationally efficient numerical model for a dynamic analysis of beam type structures based on the combined finite-discrete element method
A computationally efficient numerical model for a dynamic analysis of beam type structures based on the combined finite-discrete element method // CD-ROM Proceedings of the abstracts of 11th International Conference on Advanced Computational Engineering and Experimenting, ACE-X 2017, , July 3-6, 2017, Vienna, Austria / Öchsner, Andreas ; Altenbach, Holm - : ACEX - Advanced Computational Engineering and Experimenting, 2017
Beč, Austrija, 2017. str. 60-60 (predavanje, međunarodna recenzija, sažetak, znanstveni)
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Naslov
A computationally efficient numerical model for a dynamic analysis of beam type structures based on the combined finite-discrete element method
Autori
Smoljanović, Hrvoje ; Uzelac, Ivana ; Trogrlić, Boris ; Živaljić, Nikolina ; Munjiza, Ante
Vrsta, podvrsta i kategorija rada
Sažeci sa skupova, sažetak, znanstveni
Izvornik
CD-ROM Proceedings of the abstracts of 11th International Conference on Advanced Computational Engineering and Experimenting, ACE-X 2017, , July 3-6, 2017, Vienna, Austria / Öchsner, Andreas ; Altenbach, Holm - : ACEX - Advanced Computational Engineering and Experimenting, 2017
/ - , 2017, 60-60
Skup
11th International Conference on Advanced Computational Engineering and Experimenting, ACE-X 2017
Mjesto i datum
Beč, Austrija, 03.07.2017. - 06.07.2017
Vrsta sudjelovanja
Predavanje
Vrsta recenzije
Međunarodna recenzija
Ključne riječi
finite-discrete element method, dynamic analysis, static analysis, beams, thin arch structures
Sažetak
This paper presents a new numerical model for the analysis of beam-type structures based on the combined finite-discrete element method (FDEM). The model uses straight two-node rotation free finite elements, and takes into account linear-elastic material behaviour, finite displacements, finite rotations and small strains. The presented numerical model is implemented into the open source FDEM package “Yfdem”. Performance of the new numerical model was demonstrated on simple benchmark tests where very good agreement of obtained numerical results with reference solutions was shown. Performed numerical analysis indicates that the presented numerical model is applicable in static, dynamic and stability analyses of beam type structures.
Izvorni jezik
Engleski
Znanstvena područja
Građevinarstvo
POVEZANOST RADA
Ustanove:
Fakultet građevinarstva, arhitekture i geodezije, Split
Profili:
Ante Munjiza
(autor)
Nikolina Živaljić
(autor)
Boris Trogrlić
(autor)
Hrvoje Smoljanović
(autor)
Ivana Uzelac Glavinić
(autor)