Homogenization of granular material modeled by a three-dimensional discrete element method

Publikation: Beitrag in FachzeitschriftArtikelForschungPeer-Review

Autoren

Organisationseinheiten

Forschungs-netzwerk anzeigen

Details

OriginalspracheEnglisch
Seiten (von - bis)394-405
Seitenumfang12
FachzeitschriftComputers and geotechnics
Jahrgang35
Ausgabenummer3
PublikationsstatusVeröffentlicht - 31 Juli 2007

Abstract

A homogenization strategy for granular materials is presented and applied to a three-dimensional discrete element method (DEM), that uses superellipsoids as particles. Macroscopic quantities are derived from the microscopic quantities resulting from a DEM simulation by averaging over representative volume elements (RVEs). The implementation of an RVE is described in detail regarding the definition and discretization of the RVE boundary. The homogenization strategy is validated by DEM simulations of compression and shear tests of cohesionless granular assemblies. Finally, an elasto-plastic material model is fitted to the resulting stress-strain curves.

ASJC Scopus Sachgebiete

Zitieren

Homogenization of granular material modeled by a three-dimensional discrete element method. / Wellmann, Christian; Lillie, Claudia; Wriggers, Peter.
in: Computers and geotechnics, Jahrgang 35, Nr. 3, 31.07.2007, S. 394-405.

Publikation: Beitrag in FachzeitschriftArtikelForschungPeer-Review

Wellmann C, Lillie C, Wriggers P. Homogenization of granular material modeled by a three-dimensional discrete element method. Computers and geotechnics. 2007 Jul 31;35(3):394-405. doi: 10.1016/j.compgeo.2007.06.010
Download
@article{41d0c753a58c4ceda86c007aa1317ee9,
title = "Homogenization of granular material modeled by a three-dimensional discrete element method",
abstract = "A homogenization strategy for granular materials is presented and applied to a three-dimensional discrete element method (DEM), that uses superellipsoids as particles. Macroscopic quantities are derived from the microscopic quantities resulting from a DEM simulation by averaging over representative volume elements (RVEs). The implementation of an RVE is described in detail regarding the definition and discretization of the RVE boundary. The homogenization strategy is validated by DEM simulations of compression and shear tests of cohesionless granular assemblies. Finally, an elasto-plastic material model is fitted to the resulting stress-strain curves.",
keywords = "DEM, Homogenization, RVE",
author = "Christian Wellmann and Claudia Lillie and Peter Wriggers",
year = "2007",
month = jul,
day = "31",
doi = "10.1016/j.compgeo.2007.06.010",
language = "English",
volume = "35",
pages = "394--405",
journal = "Computers and geotechnics",
issn = "0266-352X",
publisher = "Elsevier BV",
number = "3",

}

Download

TY - JOUR

T1 - Homogenization of granular material modeled by a three-dimensional discrete element method

AU - Wellmann, Christian

AU - Lillie, Claudia

AU - Wriggers, Peter

PY - 2007/7/31

Y1 - 2007/7/31

N2 - A homogenization strategy for granular materials is presented and applied to a three-dimensional discrete element method (DEM), that uses superellipsoids as particles. Macroscopic quantities are derived from the microscopic quantities resulting from a DEM simulation by averaging over representative volume elements (RVEs). The implementation of an RVE is described in detail regarding the definition and discretization of the RVE boundary. The homogenization strategy is validated by DEM simulations of compression and shear tests of cohesionless granular assemblies. Finally, an elasto-plastic material model is fitted to the resulting stress-strain curves.

AB - A homogenization strategy for granular materials is presented and applied to a three-dimensional discrete element method (DEM), that uses superellipsoids as particles. Macroscopic quantities are derived from the microscopic quantities resulting from a DEM simulation by averaging over representative volume elements (RVEs). The implementation of an RVE is described in detail regarding the definition and discretization of the RVE boundary. The homogenization strategy is validated by DEM simulations of compression and shear tests of cohesionless granular assemblies. Finally, an elasto-plastic material model is fitted to the resulting stress-strain curves.

KW - DEM

KW - Homogenization

KW - RVE

UR - http://www.scopus.com/inward/record.url?scp=42649146226&partnerID=8YFLogxK

U2 - 10.1016/j.compgeo.2007.06.010

DO - 10.1016/j.compgeo.2007.06.010

M3 - Article

AN - SCOPUS:42649146226

VL - 35

SP - 394

EP - 405

JO - Computers and geotechnics

JF - Computers and geotechnics

SN - 0266-352X

IS - 3

ER -

Von denselben Autoren