Numerical formulation for solving soil tool interaction problem involving large deformation

Purpose - The aim of this work is to provide a global 3D finite element (FE) model devoted to the modelling of superficial soil ploughing in the large deformation range and for a vast class of soil treatment tools. Design methodology approach - We introduced soil constitutive equation in a FE softwa...

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Vydáno v:	Engineering computations Ročník 22; číslo 1; s. 87 - 109
Hlavní autoři:	Renon, Nicolas, Montmitonnet, Pierre, Laborde, Patrick
Médium:	Journal Article
Jazyk:	angličtina
Vydáno:	Bradford Emerald Group Publishing Limited 01.01.2005 Emerald
Témata:	Applied sciences Computer aided design Computer science; control theory; systems Deformation Engineering Sciences Exact sciences and technology Finite element analysis Materials Mathematics Metal forming Numerical analysis Numerical analysis. Scientific computation Partial differential equations, initial value problems and time-dependant initial-boundary value problems Sciences and techniques of general use Software Soil mechanics Studies Compressive strength Numerical analysis Deformation Finite element analysis Soil mechanics Finite element method Numerical method Computer aided design
ISSN:	0264-4401, 1758-7077
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Abstract	Purpose - The aim of this work is to provide a global 3D finite element (FE) model devoted to the modelling of superficial soil ploughing in the large deformation range and for a vast class of soil treatment tools. Design methodology approach - We introduced soil constitutive equation in a FE software initially designed for the metal forming. We performed the numerical integration of the non-linear ploughing problem. Non-linearities encountered by the problem can be summed up: as soil constitutive equation (idealized with non-associated compressible plastic law), unilateral frictional contact conditions (with a rigid body), geometrical non-linearities (the ploughing tool) and large deformation range. To handle such difficulties we performed several numerical methods as implicit temporal scheme, Newton-Raphson, non-symmetric iterative solver, as well as proper approximation on stress and strain measures. Findings - Main results deal with the validation of the integration of the non-linear constitutive equation in the code and a parametric study of the ploughing process. The influence of tool geometric parameters on the soil deformation modes and on the force experienced on the tools had been point out. As well, the influence of soil characteristics as compressibility had been analyzed. Research limitations implications - This research is devoted to perform a numerical model applicable for a large range of soil treatment tools and for a large class of soil. However, taking into account all kind of soil is utopist. So limitations met are essentially related to the limit of the accuracy of the elasto-plastic idealization for the soil. Practical implications - In practice the numerical model exposed in the paper can clearly help to improve and optimize any process involving superficial soil submitted to the mechanical action of a rigid body. Originality value - The original value of the paper is to provide a global and an applicable numerical model able to take into account the main topics related to the ploughing of superficial soils. Industrials in geotechnics, in agriculture or in military purposes can benefit in using such numerical model.
AbstractList	Purpose - The aim of this work is to provide a global 3D finite element (FE) model devoted to the modelling of superficial soil ploughing in the large deformation range and for a vast class of soil treatment tools. Design/methodology/approach - We introduced soil constitutive equation in a FE software initially designed for the metal forming. We performed the numerical integration of the non-linear ploughing problem. Non-linearities encountered by the problem can be summed up: as soil constitutive equation (idealized with non-associated compressible plastic law), unilateral frictional contact conditions (with a rigid body), geometrical non-linearities (the ploughing tool) and large deformation range. To handle such difficulties we performed several numerical methods as implicit temporal scheme, Newton-Raphson, non-symmetric iterative solver, as well as proper approximation on stress and strain measures. Findings - Main results deal with the validation of the integration of the non-linear constitutive equation in the code and a parametric study of the ploughing process. The influence of tool geometric parameters on the soil deformation modes and on the force experienced on the tools had been point out. As well, the influence of soil characteristics as compressibility had been analyzed. Research limitations/implications - This research is devoted to perform a numerical model applicable for a large range of soil treatment tools and for a large class of soil. However, taking into account all kind of soil is utopist. So limitations met are essentially related to the limit of the accuracy of the elasto-plastic idealization for the soil. Practical implications - In practice the numerical model exposed in the paper can clearly help to improve and optimize any process involving superficial soil submitted to the mechanical action of a rigid body. Originalitylvalue - The original value of the paper is to provide a global and an applicable numerical model able to take into account the main topics related to the ploughing of superficial soils. Industrials in geotechnics, in agriculture or in military purposes can benefit in using such numerical model. Purpose - The aim of this work is to provide a global 3D finite element (FE) model devoted to the modelling of superficial soil ploughing in the large deformation range and for a vast class of soil treatment tools. Design/methodology/approach - We introduced soil constitutive equation in a FE software initially designed for the metal forming. We performed the numerical integration of the non-linear ploughing problem. Non-linearities encountered by the problem can be summed up: as soil constitutive equation (idealized with non-associated compressible plastic law), unilateral frictional contact conditions (with a rigid body), geometrical non-linearities (the ploughing tool) and large deformation range. To handle such difficulties we performed several numerical methods as implicit temporal scheme, Newton-Raphson, non-symmetric iterative solver, as well as proper approximation on stress and strain measures. Findings - Main results deal with the validation of the integration of the non-linear constitutive equation in the code and a parametric study of the ploughing process. The influence of tool geometric parameters on the soil deformation modes and on the force experienced on the tools had been point out. As well, the influence of soil characteristics as compressibility had been analyzed. Research limitations/implications - This research is devoted to perform a numerical model applicable for a large range of soil treatment tools and for a large class of soil. However, taking into account all kind of soil is utopist. So limitations met are essentially related to the limit of the accuracy of the elasto-plastic idealization for the soil. Practical implications - In practice the numerical model exposed in the paper can clearly help to improve and optimize any process involving superficial soil submitted to the mechanical action of a rigid body. Originality/value - The original value of the paper is to provide a global and an applicable numerical model able to take into account the main topics related to the ploughing of superficial soils. Industrials in geotechnics, in agriculture or in military purposes can benefit in using such numerical model. Purpose - The aim of this work is to provide a global 3D finite element (FE) model devoted to the modelling of superficial soil ploughing in the large deformation range and for a vast class of soil treatment tools. Design/methodology/approach - We introduced soil constitutive equation in a FE software initially designed for the metal forming. We performed the numerical integration of the non-linear ploughing problem. Non-linearities encountered by the problem can be summed up: as soil constitutive equation (idealized with non-associated compressible plastic law), unilateral frictional contact conditions (with a rigid body), geometrical non-linearities (the ploughing tool) and large deformation range. To handle such difficulties we performed several numerical methods as implicit temporal scheme, Newton-Raphson, non-symmetric iterative solver, as well as proper approximation on stress and strain measures. Findings - Main results deal with the validation of the integration of the non-linear constitutive equation in the code and a parametric study of the ploughing process. The influence of tool geometric parameters on the soil deformation modes and on the force experienced on the tools had been point out. As well, the influence of soil characteristics as compressibility had been analyzed. Research limitations/implications - This research is devoted to perform a numerical model applicable for a large range of soil treatment tools and for a large class of soil. However, taking into account all kind of soil is utopist. So limitations met are essentially related to the limit of the accuracy of the elasto-plastic idealization for the soil. Practical implications - In practice the numerical model exposed in the paper can clearly help to improve and optimize any process involving superficial soil submitted to the mechanical action of a rigid body. Originality/value - The original value of the paper is to provide a global and an applicable numerical model able to take into account the main topics related to the ploughing of superficial soils. Industrials in geotechnics, in agriculture or in military purposes can benefit in using such numerical model. [PUBLICATION ABSTRACT]
Author	Montmitonnet, Pierre Laborde, Patrick Renon, Nicolas
Author_xml	– sequence: 1 givenname: Nicolas surname: Renon fullname: Renon, Nicolas organization: CICT (Toulouse University Computing Center), University Paul Sabatier, Toulouse, France – sequence: 2 givenname: Pierre surname: Montmitonnet fullname: Montmitonnet, Pierre organization: CICT (Toulouse University Computing Center), University Paul Sabatier, Toulouse, France – sequence: 3 givenname: Patrick surname: Laborde fullname: Laborde, Patrick organization: CICT (Toulouse University Computing Center), University Paul Sabatier, Toulouse, France
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Snippet	Purpose - The aim of this work is to provide a global 3D finite element (FE) model devoted to the modelling of superficial soil ploughing in the large... Purpose – The aim of this work is to provide a global 3D finite element (FE) model devoted to the modelling of superficial soil ploughing in the large...
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SubjectTerms	Applied sciences Computer aided design Computer science; control theory; systems Deformation Engineering Sciences Exact sciences and technology Finite element analysis Materials Mathematics Metal forming Numerical analysis Numerical analysis. Scientific computation Partial differential equations, initial value problems and time-dependant initial-boundary value problems Sciences and techniques of general use Software Soil mechanics Studies
Title	Numerical formulation for solving soil tool interaction problem involving large deformation
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