Pregled bibliografske jedinice broj: 465933
Finite strain, finite rotation quadratic tetrahedral element for the combined finite-discrete element method
Finite strain, finite rotation quadratic tetrahedral element for the combined finite-discrete element method // International journal for numerical methods in engineering, 79 (2009), 8; 946-978 doi:10.1002/nme.2599 (međunarodna recenzija, članak, znanstveni)
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Naslov
Finite strain, finite rotation quadratic tetrahedral element for the combined finite-discrete element method
Autori
Xiang, Jiansheng ; Munjiza, Ante ; Latham, John-Paul
Izvornik
International journal for numerical methods in engineering (0029-5981) 79
(2009), 8;
946-978
Vrsta, podvrsta i kategorija rada
Radovi u časopisima, članak, znanstveni
Ključne riječi
explicit; combined finite-discrete element; quadratic element; volumetric locking
Sažetak
In the past, the combined finite-discrete element was mostly based on linear tetrahedral finite elements. Locking problems associated with this element can seriously degrade the accuracy of their simulations. In this work an efficient ten-noded quadratic element is developed in a format suitable for the combined finite-discrete element method (FEMDEM). The so-called F-bar approach is used to relax volumetric locking and an explicit finite element analysis is employed. A thorough validation of the numerical method is presented including five static and four dynamic examples with different loading, boundary conditions, and materials. The advantages of the new higher-order tetrahedral element are illustrated when brought together with contact detection and contact interaction capability within a new fully 3D FEMDEM formulation. An application comparing stresses generated within two drop experiments involving different unit specimens called Vcross and VRcross is shown. The Vcross and VRcross units of 3.5 × 104kg show very different stress generation implying different survivability upon collision with a deformable floor. The test case shows the FEMDEM method has the capability to tackle the dynamics of complex-shaped geometries and massive multi-body granular systems typical of concrete armour and rock armour layers.
Izvorni jezik
Engleski
Znanstvena područja
Građevinarstvo, Temeljne tehničke znanosti
POVEZANOST RADA
Projekti:
083-0831541-1532 - Nelinearna dinamička analiza trodimenzionalnih armirano-betonskih konstrukcija (Nikolić, Željana, MZO ) ( CroRIS)
Ustanove:
Fakultet građevinarstva, arhitekture i geodezije, Split
Profili:
Ante Munjiza
(autor)
Citiraj ovu publikaciju:
Časopis indeksira:
- Current Contents Connect (CCC)
- Web of Science Core Collection (WoSCC)
- Science Citation Index Expanded (SCI-EXP)
- SCI-EXP, SSCI i/ili A&HCI
- Scopus
Uključenost u ostale bibliografske baze podataka::
- CAB Abstracts
- Compendex (EI Village)
- Compu-Math Citation Index
- Computer and Information Systems Abstracts
- Fluidex (Fluid Engineering Abstracts)
- Geobase
- INSPEC
- METADEX: Metals Science