Law of behavior very-rubber band: almost incompressible material

Similar documents
Code_Aster. Law of behavior BETON_REGLE_PR

Law of behavior élasto (visco) plastic in great deformations with transformations metallurgical

Continuum Mechanics and the Finite Element Method

Continuum mechanics V. Constitutive equations. 1. Constitutive equation: definition and basic axioms

Engineering Sciences 241 Advanced Elasticity, Spring Distributed Thursday 8 February.

Code_Aster. Constitutive law élasto (visco) plastic in large deformations with metallurgical transformations

MITOCW MITRES2_002S10nonlinear_lec15_300k-mp4

Constitutive Equations

Code_Aster. Elements MEMBRANE and GRILLE_MEMBRANE

Measurement of deformation. Measurement of elastic force. Constitutive law. Finite element method

Natural States and Symmetry Properties of. Two-Dimensional Ciarlet-Mooney-Rivlin. Nonlinear Constitutive Models

Use of Elastic Constitutive Relations in Total Lagrangian Formulation

Code_Aster. A finite element of cable-pulley

PEAT SEISMOLOGY Lecture 2: Continuum mechanics

SSNV221 Hydrostatic test with a behavior DRUCK_PRAGER linear and parabolic

Inverse Design (and a lightweight introduction to the Finite Element Method) Stelian Coros

Lecture #6: 3D Rate-independent Plasticity (cont.) Pressure-dependent plasticity

International Journal of Pure and Applied Mathematics Volume 58 No ,

Mechanics PhD Preliminary Spring 2017

Classification of Prostate Cancer Grades and T-Stages based on Tissue Elasticity Using Medical Image Analysis. Supplementary Document

Introduction to Liquid Crystalline Elastomers

The Non-Linear Field Theories of Mechanics

EXPERIMENTAL IDENTIFICATION OF HYPERELASTIC MATERIAL PARAMETERS FOR CALCULATIONS BY THE FINITE ELEMENT METHOD

Code_Aster. Law of Mohr-Coulomb

06 - concept of stress concept of stress concept of stress concept of stress. me338 - syllabus. definition of stress

Course Syllabus: Continuum Mechanics - ME 212A

Traction on the Retina Induced by Saccadic Eye Movements in the Presence of Posterior Vitreous Detachment

2.1 Strain energy functions for incompressible materials

Surface force on a volume element.

Nonlinear Equations for Finite-Amplitude Wave Propagation in Fiber-Reinforced Hyperelastic Media

Nonlinear Theory of Elasticity. Dr.-Ing. Martin Ruess

Rubber Elasticity (Indented text follows Strobl, other follows Doi)

Module 4 : Nonlinear elasticity Lecture 25 : Inflation of a baloon. The Lecture Contains. Inflation of a baloon

Mechanics of materials Lecture 4 Strain and deformation

This introductory chapter presents some basic concepts of continuum mechanics, symbols and notations for future reference.

(MPa) compute (a) The traction vector acting on an internal material plane with normal n ( e1 e

A Numerical Study of Finite Element Calculations for Incompressible Materials under Applied Boundary Displacements

Code_Aster. HSNV120 - Tension hyper elastic of a bar under thermal loading

Constitutive models. Constitutive model: determines P in terms of deformation

Introduction to Seismology Spring 2008

Mathematical Background

CH.9. CONSTITUTIVE EQUATIONS IN FLUIDS. Multimedia Course on Continuum Mechanics

NONLINEAR CONTINUUM FORMULATIONS CONTENTS

Symmetry and Properties of Crystals (MSE638) Stress and Strain Tensor

Fundamentals of Linear Elasticity

1 Useful Definitions or Concepts

DEVELOPMENT OF A CONTINUUM PLASTICITY MODEL FOR THE COMMERCIAL FINITE ELEMENT CODE ABAQUS

CVEN 7511 Computational Mechanics of Solids and Structures

SSNV231 Sphere digs under internal pressure in great deformations

1.050 Engineering Mechanics. Lecture 22: Isotropic elasticity

L8. Basic concepts of stress and equilibrium

in this web service Cambridge University Press

Code_Aster. Reaction of the steel subjected to corrosion

The Finite Element Method for the Analysis of Non-Linear and Dynamic Systems. Prof. Dr. Eleni Chatzi Lecture ST1-19 November, 2015

Chapter 3. Forces, Momentum & Stress. 3.1 Newtonian mechanics: a very brief résumé

Continuum Mechanics. Continuum Mechanics and Constitutive Equations

hpfem Analysis of Coupled Hyperelasticity and Damage

Chapter 0. Preliminaries. 0.1 Things you should already know

STRESS-RELAXATION IN INCOMPRESSIBLE ELASTIC MATERIALS AT CONSTANT DEFORMATION* R. S. RIVLIN. Brown University

A Locking-Free MHM Method for Elasticity

Simple shear is not so simple

3D Elasticity Theory

Chapter 16: Elastic Solids

Lectures on. Constitutive Modelling of Arteries. Ray Ogden

02 - introduction to vectors and tensors. me338 - syllabus. introduction tensor calculus. continuum mechanics. introduction. continuum mechanics

Continuum Mechanics and Theory of Materials

Non-Linear Finite Element Methods in Solid Mechanics Attilio Frangi, Politecnico di Milano, February 17, 2017, Lesson 5

By drawing Mohr s circle, the stress transformation in 2-D can be done graphically. + σ x σ y. cos 2θ + τ xy sin 2θ, (1) sin 2θ + τ xy cos 2θ.

Useful Formulae ( )

07 - balance principles. me338 - syllabus balance principles balance principles. cauchy s postulate. cauchy s lemma -t

Crystal Micro-Mechanics

Continuum Mechanics Fundamentals

Mechanical Properties of Polymer Rubber Materials Based on a New Constitutive Model

Other state variables include the temperature, θ, and the entropy, S, which are defined below.

In recent years anisotropic materials have been finding their way into aerospace applications traditionally

Linear Constitutive Relations in Isotropic Finite Viscoelasticity

Conservation of mass. Continuum Mechanics. Conservation of Momentum. Cauchy s Fundamental Postulate. # f body

Comparative Study of Variation of Mooney- Rivlin Hyperelastic Material Models under Uniaxial Tensile Loading

HSNV140 - Thermoplasticity with restoration of work hardening: test of blocked dilatometry

Two problems in finite elasticity

ANSYS Mechanical Basic Structural Nonlinearities

(2) 2. (3) 2 Using equation (3), the material time derivative of the Green-Lagrange strain tensor can be obtained as: 1 = + + +

The Finite Element Method II

A monolithic fluid structure interaction solver Verification and Validation Application: venous valve motion

NCHRP FY 2004 Rotational Limits for Elastomeric Bearings. Final Report. Appendix I. John F. Stanton Charles W. Roeder Peter Mackenzie-Helnwein

COMPUTATIONAL MODELING OF SHAPE MEMORY MATERIALS

Chapter 3: Stress and Equilibrium of Deformable Bodies

On the Numerical Modelling of Orthotropic Large Strain Elastoplasticity

Chapter 2. Rubber Elasticity:

In this section, thermoelasticity is considered. By definition, the constitutive relations for Gradθ. This general case

ELASTOPLASTICITY THEORY by V. A. Lubarda

POLITECNICO DI MILANO

3.22 Mechanical Properties of Materials Spring 2008

HIGHLY ADAPTABLE RUBBER ISOLATION SYSTEMS

SEMM Mechanics PhD Preliminary Exam Spring Consider a two-dimensional rigid motion, whose displacement field is given by

COMP003 Test of behaviors specific to the concretes. Simulation in a Summarized

Fundamentals of Fluid Dynamics: Elementary Viscous Flow

Elastic Fields of Dislocations in Anisotropic Media

Chapter 9: Differential Analysis

Caveats concerning conjugate stress and strain measures for frame indifferent anisotropic elasticity

Transcription:

Titre : Loi de comportement hyperélastique : matériau pres[...] Date : 25/09/2013 Page : 1/9 Law of behavior very-rubber band: almost incompressible material Summary: One describes here the formulation adopted for a law of behavior very-rubber band of Signorini. This law is a generalized version of the laws of Mooney-Rivlin often adopted for elastomers. The parameters characterizing material are defined in DEFI_MATERIAU with the keyword ELAS_HYPER. This model is selected in the order STAT_NON_LINE or DYNA_NON_LINE via the keyword RELATION = ELAS_HYPER under the keywords BEHAVIOR. This relation extends to great transformations; this functionality is selected via the keyword DEFORMATION = GROT_GDEP. It is available for the elements 3D, 3D_SI, C_PLAN and D_PLAN.

Titre : Loi de comportement hyperélastique : matériau pres[...] Date : 25/09/2013 Page : 2/9 1 Potential of deformation 1.1 Kinematics A solid is considered subjected to great deformations. That is to say F the tensor of the gradient of the transformation making pass the initial configuration 0 with the deformed current configuration t. One notes X the position of a point in 0 and x the position of this same point after deformation in t. u is then the EPD.lacing enters the two configurations. One thus has: x=x u (1) The tensor of the gradient of the transformation is written: F= x X =I x u (2) Ω O U Ω T X X Figure 1.1-1: Transformation of the initial configuration with finale This tensor is not the best candidate to describe the structural deformation. In particular, it is not worth zero for movements of rigid body and it describes all the transformation: change length of the infinitesimal elements but also their orientation. However a rotation movement pure does not generate constraints and it is thus preferable to use a measurement of the deformations which does not take into

Titre : Loi de comportement hyperélastique : matériau pres[...] Date : 25/09/2013 Page : 3/9 account this rigid rotation. Let us consider an element infinitesimal length noted d X in the initial configuration and d x in the final configuration. If the movement is a rigid rotation R, one a: d x=r. d X (3) The standard of this vector after transformation is thus worth d x. d x=r. d X. R.d X=R T. R. d X. d X (4) As the transformation is purely rigid, one a: R T. R=I (5) R is thus an orthogonal tensor. The tensor gradient of deformation can be written like the product of an orthogonal tensor and a positive definite tensor (polar factorization): F=R. U (6) The tensor U (called tensor of lengthening) is thus the first measurement of great deformations. On the other hand, it requires the polar factorization of F, which is expensive operation. One thus prefers to use the tensor of the deformations of right Cauchy-Green: C=F T. F=U 2 (7) This tensor is symmetrical. Three invariants of the tensor of Cauchy-Green C are given by 1 : I c =tr C (8) II c = 1 2. tr C 2 tr C 2 (9) III c =det C (10) The last invariant III c described the change of volume, one can also write it: III c =(det F ) 2 = J 2 (11) 1.2 Potential of deformation case compressible A model very-rubber band supposes the existence of a potential density of energy internal Ψ, scalar function of the measurement of the deformations. If an tropic behavior is considered, the function the being must too. It is shown that if the function depends only on the invariants of the tensor of the deformations of right Cauchy-Green C, then it describes an tropic behavior. The potential is thus a function of these three invariants: = I c, II c, III c (12) The second tensor of the constraints of Piola-Kirchhoff is obtained by derivation of this potential compared to the deformations (see [R5.03.20]): S=2. Ψ (13) C The most general form of a potential is polynomial. She is written according to the invariants of the tensor of right Cauchy-Green and the parameters materials C pqr according to Rivlin: = p, q, r =0 C pqr. I c 3 p. II c 3 q. III c 1 r (14) with C 000 =0. There exist particular forms of this potential which are used very frequently, with r =0 : 1 One notes tr C =C 11 C 22 C 33 the trace of the tensor C.

Titre : Loi de comportement hyperélastique : matériau pres[...] Date : 25/09/2013 Page : 4/9 p q 1 2 1 C 10 C 20 C 01 Signorini YES YES YES Mooney-Rivlin YES NOT YES Néo-Hookéen YES NOT NOT 1.3 Potential of deformation case incompressible 1.3.1 Principle Most materials very-rubber bands (as elastomers) are incompressible, i.e.: det F=1 (15) And thus the third invariant III c is thus worth: III c =1 (16) The potential very-rubber band in incompressible mode is thus rewritten: = C pq. I c 3 p. II c 3 q (17) p, q =0 Unfortunately, such a writing leads to severe digital problems (except for the case of the plane constraints). We will thus propose a new writing which makes it possible to solve in a more effective way the case of the incompressibility and which has in more the good taste to be also valid in mode compressible, with a wise choice (and easy) of the coefficients. 1.3.2 Tensor of Cauchy-Green modified right One starts by defining a new tensor of right Cauchy-Green C such as: (pure or choric deviatoric dilations) Indeed, J 1 3. I are: C =J 23. C indicate the pure voluminal deformation. This tensor remains symmetrical. Its invariants (18) I c =J 23. I c (19) II c =J 43. II c (20) Knowing that: III c =1 (21) With: J = C 11.C 22. C 33 C 2 12.C 33 C 2 23.C 11 2.C 12.C 13.C 23 C 2 13.C 22 1 2 (22) And: I c = C 11 C 22 C 33 J 2/ 3 (23)

Titre : Loi de comportement hyperélastique : matériau pres[...] Date : 25/09/2013 Page : 5/9 II c = C 22.C 33 C 11.C 33 C 11.C 22 J 4/ 3 (24) These invariants are also called invariants reduced of C. 1.3.3 Potential of deformation modified If one expresses the potential of deformation using the invariants reduced of C, one can break up the potential into two parts: = vol (25) There is the part who corresponds to the choric deformations ( J =1 ): = p,q =0 C pq. I c 3 p. II c 3 q (26) And the part vol who corresponds to the voluminal deformations ( J 1 ): vol = K 2. J 1 2 (27) K is the coefficient of compressibility. This formulation makes it possible to keep account of the effects incompressible and compressible: 1. In the incompressible case, and the framework of a formulation by finite elements the parameter K play the part of a coefficient of penalization of the condition of incompressibility; 2. In the compressible case this same coefficient translates a material property: hydrostatic compressibility. If the model characterizing material is of Mooney-Rivlin type ( p=q=1 ), K can be given by: K = 4 C 01 C 10 1 3 1 2 In the case of small deformations, E=4 C 01 C 10 1 represent the Young modulus while G=2(C 01 +C 10 ) represent the modulus of rigidity. 1.3.4 Tensor of the constraints of Piola-Kirchhoff 2 The tensor of constraints of Piola-Kirchhoff 2, representing the stresses measured in the initial configuration, is written: S=2. (29) C Factor 2 makes it possible to find the usual expression in small deformations. One can separate it in two parts: With: And: (28) S=S S vol (30) S =2. C S vol vol =2. C S is the tensor of the choric constraints and S vol is that of the voluminal or hydrostatic constraints. (31) (32)

Titre : Loi de comportement hyperélastique : matériau pres[...] Date : 25/09/2013 Page : 6/9 1.3.5 Lagrangian tensor of elasticity The elastic tensor of stiffness ( tangent matrix for the problem of Newton) is given by the double derivation of the potential: 2 K=4. C. C =4. 2 C. C 4. 2 vol C. C (33)

Titre : Loi de comportement hyperélastique : matériau pres[...] Date : 25/09/2013 Page : 7/9 2 Analytical expressions 2.1 Case of the constraints We will detail the analytical expression of the constraints of Piola-Kirchhoff for the potential very-rubber band of Signorini ( p=2 and q=1 ) in the incompressible case. There is thus the tensor of constraints of Piola-Kirchhoff 2, representing the stresses measured in the initial configuration which is written: With the two potentials: S=2. vol 2. C C =C 10. I c 3 C 01. II c 3 C 20. I c 3 2 To obtain the constraints, the potential should be derived: With: S ij =2 (34) vol = K 2. J 1 2 (35) I c I =C 10 2.C 20. I c 3 c. I c 2 S vol vol ij =2 J. J II c =C 01 II c. II c vol J (36) =K. J 1 (37) As well as the derivative of the reduced invariants (cf. page 26 of [5] for the derivative of the invariants of a tensor): I 13 c = III C c ij. 1 ij.i c (38) II 23 c = III C c ij. I. C 2 c ij ij. II c (39) J = 1 2. III c 1 2.C ij 1 Here thus the analytical expression of the voluminal constraints: And of the choric constraints: S vol 1 ij =K. J 1. J.C ij (40) (41) S ij =2 C 10 2.C 20. I c 3. J 2 3. 1 ij. I c C. J 4 3 01. I. C 2 c ij ij. II c (42) 2.2 Case of the elastic matrix We will detail the analytical expression of the elastic matrix for the potential very-rubber band of Signorini ( p=2 and q=1 ) in the incompressible case. One thus has:

Titre : Loi de comportement hyperélastique : matériau pres[...] Date : 25/09/2013 Page : 8/9 2 K=4. C. C 4. 2 vol C. C It is thus necessary to derive (twice) the potential: K ijkl = 2 2 I. 2 I c 2 c C ij. C kl 2 II. c K vol ijkl = 2 vol 2 J. 2 J. C kl Constant the materials are supposed to be constant. One thus has: 2 2 I =2.C 2 20 c 2 II =0 2 vol c 2 J 2 II c. C kl (43) (44) =K (45) It is seen that the coefficient K is well a coefficient of penalization and that its choice impacts the conditioning of the matrix. The derivative of the reduced invariants: 2 I 13 c =III. C c kl. C 1 ki. C 1 lj. I c C 1 ij. kl C 1 kl. ij 1 3.C 1 kl.c 1 ij. I c (46) 2 II c. C kl = III c 23. 2 3. III c 23.C 1 kl. I. C 2 c ij ij. II c kl. ij ik. jl 2 3. C 1 ki.c 1 lj. II c 2 (47). I c. kl C kl 2 J = 1 1. C kl 4. III 4 c. C 1 kl.c 1 ij 2.C 1 ki.c 1 lj (48) 3 Bibliographical references [1] G.A. Holzapfel Nonlinear solid mechanics Wiley 2001. [2] J. Bonnet Nonlinear continuum mechanics for finite element analysis Cambridge University Close 1997. [3] Mr. A. Crisfield Nonlinear finite element analysis of solid and structures Wiley 1991. [4] A. Delalleau Analysis of the mechanical behavior of the skin in vivo Doctorate University Jean Monnet de Saint Étienne 2007. [5] C. Truesdell, W. Nool - The Non-Linear Field Theories of Mechanics, vol. 3, Springer, 2004. 4 Description of the versions of the document Author (S) Description of the modifications Aster Organization (S) 8.4 Mr. Abbas, T. Baranger text inital EDF-R&D/AMA, UCBL 8.5 M.Abbas, EDF-R&D/AMA Correction page 2, cf drives REX 11026 10.1 J.M.Proix EDF-R&D/AMA Replacement of GREEN by GROT_DEP 10.2 Mr. Abbas, EDF-R&D/AMA Complete rewriting, analytical expressions of the constraints and the tangent matrix

Titre : Loi de comportement hyperélastique : matériau pres[...] Date : 25/09/2013 Page : 9/9