Naslov
Anisotropic Geomaterial Deformation Formulation for the Combined Finite-Discrete Element Method in 2D

Autori
Rougier, E ; Lei, Z ; Knight, EE ; Munjiza, A ;

Vrsta, podvrsta i kategorija rada
Radovi u zbornicima skupova, cjeloviti rad (in extenso), znanstveni

Izvornik
49th US Rock Mechanics/Geomechanics Symposium / - San Francisco (CA), 2015

Skup
49th US Rock Mechanics/Geomechanics Symposium

Mjesto i datum
San Francisco (CA), Sjedinjene Američke Države, 28.06.2015. - 01.07.2015

Vrsta sudjelovanja
Predavanje

Vrsta recenzije
Međunarodna recenzija

Ključne riječi
Anisotropic Geomaterial Deformation Formulation for the Combined Finite-Discrete Element Method in 2D

Sažetak
This paper was selected for presentation at the symposium by an ARMA Technical Program Committee based on a technical and critical review of the paper by a minimum of two technical reviewers. In this paper, the Combined Finite-Discrete Element Method (FDEM) has been applied to analyze the deformation of anisotropic geomaterials. In the most general case geomaterials are both non-homogeneous and non-isotropic. With the aim of addressing anisotropic material problems, improved 2D FDEM formulations have been developed. These formulations feature the unified hypo-hyper elastic approach combined with a multiplicative decomposition-based selective integration for volumetric and shear deformation modes. This approach is significantly different from the co-rotational formulations typically encountered in finite element codes. Unlike the co-rotational formulation, the multiplicative decomposition-based formulation naturally decomposes deformation into translation, rotation, plastic stretches, elastic stretches, volumetric stretches, shear stretches, etc. This approach can be implemented for a whole family of finite elements from solids to shells and membranes. This novel 2D FDEM based material formulation was designed in such a way that the anisotropic properties of the solid can be specified in a cell by cell basis, therefore enabling the user to seed these anisotropic properties following any type of spatial variation, for example, following a curvilinear path. In addition, due to the selective integration, there are no problems with volumetric or shear locking with any type of finite element employed.

Izvorni jezik
Engleski

Znanstvena područja
Geofizika, Građevinarstvo, Interdisciplinarne tehničke znanosti

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