A new open-source software developed for numerical simulations using discrete modeling methods
The purpose of this work is to present the development of an open-source software based on a discrete description of matter applied to study the behavior of geomaterials. This software uses Object Oriented Programming techniques, and its methodology design uses three different methods, which are the...
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| Veröffentlicht in: | Computer methods in applied mechanics and engineering Jg. 197; H. 49; S. 4429 - 4443 |
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| Hauptverfasser: | , |
| Format: | Journal Article |
| Sprache: | Englisch |
| Veröffentlicht: |
Amsterdam
Elsevier B.V
15.09.2008
Elsevier |
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| ISSN: | 0045-7825, 1879-2138 |
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| Abstract | The purpose of this work is to present the development of an open-source software based on a discrete description of matter applied to study the behavior of geomaterials. This software uses Object Oriented Programming techniques, and its methodology design uses three different methods, which are the Discrete Element Method (DEM) [F. Donzé, S.A. Magnier, Formulation of a three-dimensional numerical model of brittle behavior, Geophys. J. Int. 122 (1995) 790–802, F. Donzé, S.A. Magnier, L. Daudeville, C. Mariotti, Numerical study of compressive behaviour of concrete at high strain rates, J. Engrg. Mech. (1999) 1154–1163], the Finite Element Method (FEM) [J. Rousseau, E. Frangin, P. Marin, L. Daudeville, Discrete element modelling of concrete structures and coupling with a finite element model, Comput. Concrete (in print), S.P. Xiao, T. Belytschko, A bridging domain method for coupling continua with molecular dynamics, Comput. Methods Appl. Mech. Engrg. 193 (2004) 1645–1669] and the Lattice Geometrical Method (LGM) [J. Kozicki, Application of discrete models to describe the fracture process in brittle materials, Ph.D. thesis, Gdańsk University of Technology, 2007, J. Kozicki, J. Tejchman, 2D lattice model for fracture in brittle materials, Arch. Hydro-Engrg. Environ. Mech. 53 (2) (2006) 71–88, J. Kozicki, J. Tejchman, Effect of aggregate structure on fracture process in concrete using 2D lattice model, Arch. Mech. 59 (4–5) (2007) 365–384, J. Kozicki, J. Tejchman, Modelling of fracture process in concrete using a novel lattice model, Granul. Matter (in print), doi: 10.1007/s10035-008-0104-4]. These methods are implemented within a single object-oriented framework in C++ using OOP design patterns. The bulk of the original work consisted mainly of finding common objects which will work for these different modeling methods without changing a single line of the C++ code. With this approach it is possible to add new numerical models by only plugging-in the corresponding formulas. The advantages of the resulting YADE framework are the following: (1) generic design provides great flexibility when adding new scientific simulation code, (2) numerous simulation methods can be coupled within the same framework like for example DEM/FEM and (3) with the open-source philosophy, the community of users collaborate and improve the software. The YADE framework is a new emerging software, which can be downloaded at the
http://yade.wikia.com webpage. |
|---|---|
| AbstractList | The purpose of this work is to present the development of an open-source software based on a discrete description of matter applied to study the behavior of geomaterials. This software uses Object Oriented Programming techniques, and its methodology design uses three different methods, which are the Discrete Element Method (DEM) [F. Donzé, S.A. Magnier, Formulation of a three-dimensional numerical model of brittle behavior, Geophys. J. Int. 122 (1995) 790–802, F. Donzé, S.A. Magnier, L. Daudeville, C. Mariotti, Numerical study of compressive behaviour of concrete at high strain rates, J. Engrg. Mech. (1999) 1154–1163], the Finite Element Method (FEM) [J. Rousseau, E. Frangin, P. Marin, L. Daudeville, Discrete element modelling of concrete structures and coupling with a finite element model, Comput. Concrete (in print), S.P. Xiao, T. Belytschko, A bridging domain method for coupling continua with molecular dynamics, Comput. Methods Appl. Mech. Engrg. 193 (2004) 1645–1669] and the Lattice Geometrical Method (LGM) [J. Kozicki, Application of discrete models to describe the fracture process in brittle materials, Ph.D. thesis, Gdańsk University of Technology, 2007, J. Kozicki, J. Tejchman, 2D lattice model for fracture in brittle materials, Arch. Hydro-Engrg. Environ. Mech. 53 (2) (2006) 71–88, J. Kozicki, J. Tejchman, Effect of aggregate structure on fracture process in concrete using 2D lattice model, Arch. Mech. 59 (4–5) (2007) 365–384, J. Kozicki, J. Tejchman, Modelling of fracture process in concrete using a novel lattice model, Granul. Matter (in print), doi: 10.1007/s10035-008-0104-4]. These methods are implemented within a single object-oriented framework in C++ using OOP design patterns. The bulk of the original work consisted mainly of finding common objects which will work for these different modeling methods without changing a single line of the C++ code. With this approach it is possible to add new numerical models by only plugging-in the corresponding formulas. The advantages of the resulting YADE framework are the following: (1) generic design provides great flexibility when adding new scientific simulation code, (2) numerous simulation methods can be coupled within the same framework like for example DEM/FEM and (3) with the open-source philosophy, the community of users collaborate and improve the software. The YADE framework is a new emerging software, which can be downloaded at the
http://yade.wikia.com webpage. The purpose of this work is to present the development of an open-source software based on a discrete description of matter applied to study the behavior of geomaterials. This software uses Object Oriented Programming techniques, and its methodology design uses three different methods, which are the Discrete Element Method (DEM) [F. Donze, S.A. Magnier, Formulation of a three-dimensional numerical model of brittle behavior, Geophys. J. Int. 122 (1995) 790-802, F. Donze, S.A. Magnier, L. Daudeville, C. Mariotti, Numerical study of compressive behaviour of concrete at high strain rates, J. Engrg. Mech. (1999) 1154-1163], the Finite Element Method (FEM) [J. Rousseau, E. Frangin, P. Marin, L. Daudeville, Discrete element modelling of concrete structures and coupling with a finite element model, Comput. Concrete (in print), S.P. Xiao, T. Belytschko, A bridging domain method for coupling continua with molecular dynamics, Comput. Methods Appl. Mech. Engrg. 193 (2004) 1645-1669] and the Lattice Geometrical Method (LGM) [J. Kozicki, Application of discrete models to describe the fracture process in brittle materials, Ph.D. thesis, Gdansk University of Technology, 2007, J. Kozicki, J. Tejchman, 2D lattice model for fracture in brittle materials, Arch. Hydro-Engrg. Environ. Mech. 53 (2) (2006) 71-88, J. Kozicki, J. Tejchman, Effect of aggregate structure on fracture process in concrete using 2D lattice model, Arch. Mech. 59 (4-5) (2007) 365-384, J. Kozicki, J. Tejchman, Modelling of fracture process in concrete using a novel lattice model, Granul. Matter (in print), doi: 10.1007/s10035-008-0104-4]. These methods are implemented within a single object-oriented framework in C++ using OOP design patterns. The bulk of the original work consisted mainly of finding common objects which will work for these different modeling methods without changing a single line of the C++ code. With this approach it is possible to add new numerical models by only plugging-in the corresponding formulas. The advantages of the resulting YADE framework are the following: (1) generic design provides great flexibility when adding new scientific simulation code, (2) numerous simulation methods can be coupled within the same framework like for example DEM/FEM and (3) with the open-source philosophy, the community of users collaborate and improve the software. The YADE framework is a new emerging software, which can be downloaded at the http://yade.wikia.com webpage. |
| Author | Donzé, F.V. Kozicki, J. |
| Author_xml | – sequence: 1 givenname: J. surname: Kozicki fullname: Kozicki, J. email: jkozicki@pg.gda.pl organization: Gdańsk University of Technology, Civil Engineering Department, Gdańsk-Wrzeszcz 80-952, Narutowicza 11/12, Poland – sequence: 2 givenname: F.V. surname: Donzé fullname: Donzé, F.V. email: donze@geo.hmg.inpg.fr organization: Laboratoire Sols, Solides, Structures et Risques, Grenoble Universités, Domaine Universitaire, B.P. 53, 38041 Grenoble Cedex 9, France |
| BackLink | http://pascal-francis.inist.fr/vibad/index.php?action=getRecordDetail&idt=20751001$$DView record in Pascal Francis |
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| Keywords | Open-source software Finite Element Method Geomechanics modeling Generic programming Discrete Element Method Lattice model Curved beam Brittle fracture Geophysics Plug Molecular dynamics Arch Discrete element method Modeling Soil mechanics ARCH model Finite element method Multiscale method Concrete construction High speed Object oriented Concrete Geometrical method Aggregate Domain decomposition Geomaterial |
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| PublicationTitle | Computer methods in applied mechanics and engineering |
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| SubjectTerms | Applied sciences Building structure Buildings. Public works Computational techniques Concrete structure Construction (buildings and works) Discrete Element Method Earth sciences Earth, ocean, space Engineering and environment geology. Geothermics Engineering geology Exact sciences and technology Finite Element Method Fundamental areas of phenomenology (including applications) Generic programming Geomechanics modeling Lattice model Mathematical methods in physics Open-source software Physics Solid mechanics Structural and continuum mechanics |
| Title | A new open-source software developed for numerical simulations using discrete modeling methods |
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