Difference between revisions of "Isotropic, Hyperelastic-Plastic Material"

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== Constitutive Law ==
== Constitutive Law ==


The HEIsotropic material  [[Material Models|HEIsotropic]] is an isotropic, elastic-plastic material in large strains using the hyperelastic formulation, using a Neo-Hookean strain energy function (see [[Material Models|Mooney-Rivlin]]) (Simo J C and T J R Hughes, 2000).
This [[Material Models|MPM Material]] is an isotropic, elastic-plastic material in large strains using a hyperelastic formulation. The elastic regime for this material is identical to a [[Mooney Material|Mooney]] except that it only allows a Neohookean elastic regime (with G = G<sub>1</sub> and G<sub>2</sub> = 0).,


The formulation of finite strain plasticity is based on the notion of a stress free intermediate configuration and uses a multiplicative decomposition of the deformation gradient '''F'''  given by:  
The formulation of finite strain plasticity is based on the notion of a stress free intermediate configuration and uses a multiplicative decomposition of the deformation gradient '''<i>F</i>'''  given by:  


&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;
<math> \mathbf{F} = \mathbf{F}_{e}. \mathbf{F}_{p} </math>
<math> \mathbf{F} = \mathbf{F}_{e}. \mathbf{F}_{p} </math>


Where  '''F'''e and '''F'''p  are the elastic and plastic deformation gradient tensors respectively, with det ('''F''')<sub>p</sub>, that supposes the plastic flow to be isochoric. The Neo-Hookean elastic stored energy, represented by its uncoupled volumetric-deviatoric internal energy form, is consistent with the fundamental idea that the elastic-plastic deviatoric response is assumed to be uncoupled from the elastic volumetric response
Where  '''<i>F</i>'''''<sub>e</sub>'' and '''<i>F</i>'''''<sub>p</sub>'' are the elastic and plastic deformation gradient tensors respectively, with det ('''<i>F</i>'''''<sub>p</sub>''), that supposes the plastic flow to be isochoric. The Neo-Hookean elastic stored energy, represented by its uncoupled volumetric-deviatoric internal energy form, is consistent with the fundamental idea that the elastic-plastic deviatoric response is assumed to be uncoupled from the elastic volumetric response


In finite strain plasticity, the stored energy is based on the additive decomposition of the stored energy into elastic We and plastic Wp internal energies. The elastic stored energy is related to the intermediate configuration, and the plastic stored energy is expressed in term of plastic state variables <math> {\alpha} </math>.
In finite strain plasticity, the stored energy is based on the additive decomposition of the stored energy into elastic '''<i>W</i>'''''<sub>e</sub>'' and plastic '''<i>F</i>'''''<sub>p</sub>'' internal energies. The elastic stored energy is related to the intermediate configuration and the plastic stored energy is expressed in term of plastic state variables &alpha;.


&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;
&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;
<math>W =W_{e} (\mathbf{B}_{e}) + W_{p} (\alpha)</math>
<math>W =W_{e} (\mathbf{B}_{e}) + W_{p} (\alpha)</math>


The particular Neo-Hookean stored energy considered here is recalled: 
The stored Neo-Hookean stored energy, '''<i>W</i>'''''<sub>e</sub>'', is identical to the [[Mooney Material|Mooney Energy ''W'']] and dependent on entered small-strain, bulk modulus (&kappa;), small-strain, shear modulus (''G'' = ''G''<sub>1</sub>), and dilation energy option (UJOption). The value of ''G''<sub>2</sub> is always zero in this material. 
&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;
<math>W_{e} ={\kappa\over 2 }({1\over 2 }(J_{e}^2-1)-ln J_{e}) + {G \over 2 } (\bar I_{1e}-3)</math>


Where J<sub>e</sub>=det ('''F''')<sub>e</sub> and <math>\bar I_{1e} = Trace(\mathbf{\bar B}_{e}) = Trace(\mathbf{\bar F}_{e} \mathbf{\bar F}_{e}^T) </math> is the deviatoric part of the left Cauchy-Green strain tensor and <math>\bar\mathbf{\bar F}_{e} = J_{e}^{-1/3} \mathbf{\bar F}_{e}</math> is the deviatoric part of the elastic deformation gradient. κ and G are interpreted in small strains as bulk and shear modulus respectively. 
In associative plasticity, the plastic storage energy is represented by the plastic flow condition. The plastic flow model considered here is isotropic hardening. It is handled by any hardening law available in the code (see [[Hardening Laws]]). The associative flow rate is defined by the principle of maximum plastic dissipation.<ref>J. C. Simo, "Framework for finite elastoplasticity. Part I", ''Computer Methods in Applied Mechanics and Engineering'', '''66''', 199-219 (1988).</ref><ref>J. C. Simo, "Framework for finite elastoplasticity based on maximum dissipated energy and the multiplicative decomposition. Part II: Computational aspects", ''Computer Methods in Applied Mechanics and Engineering'', '''68''', 1-31 (1988)</ref> It is given, in the present context, by:


The elastic stress-strain constitutive law, which derives from the elastic storage energy, is given here in term of Kirchhoff stress tensor by:
&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;
<math> L_{v} \mathbf{B}^e = \mathbf{F} {\delta\over t} (\mathbf{\bar C}{^{p-1}}) \mathbf{F^T} = -  {2\over 3} {\gamma} {\rm Tr}(\mathbf{B}_{e})\mathbf{n} \qquad {\rm with} \qquad  \mathbf{n} = {\mathbf{\tau^{d}}\over ||\mathbf{\tau^{d}}||}  </math>


<math> \mathbf{\tau} =  J_{e}  p  \mathbf{I}  + G  dev (\bar \mathbf{B}_{e}) </math>
Where  ''L<sub>v</sub>'' is the Lie derivative of the deviatoric part of the elastic left Cauchy-Green strain tensor <math>\bigl(\mathbf{\bar B}_{e}\bigr)</math>. It represents the plastic strain rate that is a tensor normal to the yield surface in the stress space; '''n'''  is a normal to the yield surface and &gamma; is the consistency parameter also called the plastic multiplicator. In addition, a isotropic hardening law is needed. It is represented by the rate equation, as in the linear theory:
 
''dev'' is the deviatoric part of the considered tensor, and  <math> p = U'( J_{e}) = {\kappa\over 2} ( {(J_{e}^2-1)\over J_{e}}</math>
 
 
In the case of associate plasticity, the plastic storage energy is represented by the plastic flow condition. The plastic flow model considered here is the isotropic hardening. It is handled by any hardening law available in the code (see [[Hardening Laws]]).
 
The associate flow rate is defined by the principle of maximum plastic dissipation (Simo J C, 1988a and 1988b). It is given, in the present context by:
 
<math> L_{v} \mathbf{B}^e = \mathbf{F} {\delta\over t} (\mathbf{\bar C}{^{p-1}}) \mathbf{F^T} = -  {2\over 3} {\gamma} Trace(\mathbf{B}_{e}) )\mathbf{n} \qquad {\rm with} \qquad  \mathbf{n} = {\mathbf{\tau^{d}}\over ||\mathbf{\tau^{d}}||}  </math>
 
Where  L<sub>v</sub> is the Lie derivative of the elastic left Cauchy-Green strain tensor, it represents the plastic strain rate that is a tensor normal to the yield surface in the stress space. '''n'''  is a normal to the yield surface γ is the consistency parameter also called the plastic multiplicator.


 
&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;
In addition, the isotropic hardening law is needed. It is represented by the rate equation, as in the linear theory:
<math> {d {\alpha}\over dt } ={\gamma} \sqrt{2\over3} </math>
 
<math> {d {\alpha}\over dt } = (2/3)^{1\over 2} {\gamma}   </math>


== Material Properties ==
== Material Properties ==


The constants involved in the strain energy function, are equivalent in small strains to the properties of isotropic elastic material with Poisson's ratio <math> {\nu} </math> as well as shear modulus G and bulk modulus  <math> {\kappa} </math> given by
The material properties are set using
 
<math> G = {E \over 2({1+\nu })} \qquad {\rm and} \qquad  {\kappa} = {E \over 3({1-2\nu })} </math>.
 
with:


{| class="wikitable"
{| class="wikitable"
Line 52: Line 35:
! Property !! Description !! Units !! Default
! Property !! Description !! Units !! Default
|-
|-
| E || Elastic modulus || MPa || none
| K || Low-strain bulk modulus || [[ConsistentUnits Command#Legacy and Consistent Units|pressure units]] || none
|-
| G1 (or G) || Low-strain shear modulus || [[ConsistentUnits Command#Legacy and Consistent Units|pressure units]] || none
|-
| UJOption || Set to 0, 1, or 2, to select the energy term from [[Mooney Material#Constitutive Law|Mooney Material]]. || none || 0
|-
| alpha || Thermal expansion coefficient || ppm/K || 0
|-
|-
| <math> {\nu} </math> || Poisson's ratio || none || none
| Hardening || This command selects the [[Hardening Laws|hardening law]] by its name or number. It should be before entering any yielding properties. || none || none
|-
|-
| alpha || Thermal expansion coefficient || ppm/M || 40
| (yield) || Enter all plasticity properties required by the selected [[Hardening Laws|hardening law]]. || varies || varies
|-
| ([[Common Material Properties|other]]) || Properties common to all materials || varies || varies
|}
|}
See [[Isotropic Material#Material Properties|these relations]] to covert other properties (such as modulus and Poisson's ratio) to bulk and shear moduli.


== History Variables ==
== History Variables ==


None
The selected [[Hardening Laws|hardening law]] will create one or more history variables. This material uses the next history variable (after the hardening laws history variables) to store the volumetric change (''i.e.'', ''J'' or the determinant of the deformation gradient). The total strain is stored in the elastic strain variable, while the plastic strain stores the elastic left Cauchy Green tensor.


== Examples ==
== Examples ==


These commands model polymer as an isotropic hyperelastic-plastic material  with a particular linear isotropic hardening (using scripted or XML commands):
These commands model a polymer as an isotropic hyperelastic-plastic material  with a particular linear isotropic hardening:


  Material "polymer","polymer","HEIsotropic"
  Material "polymer","polymer","HEIsotropic"
     E 3100
     K 5000
     nu .4
     G1 1100
    alpha 60
    rho 1.2
    Hardening "Linear"
     yield 72
     yield 72
     Ep 1000   
     Ep 1000   
    alpha 60
    rho 1.2
   Done
   Done
&nbsp;
  <Material Type="24" Name="Polymer">
    <rho>1.2</rho>
    <K>5166.67</K>
    <G1>1107.14</G1>
    <yield>72</yield>
    <Ep>1000</Ep>
    <alpha>60</alpha>
  </Material>
G1 represents G in the formulation on top


== References ==
== References ==
• Simo J. C. and T. J. R. Hughes (2000), "Computational Inelasticy", Interdisciplinary Applied Mechanics, Volume 7. Springer Edition.
• Simo J. C. (1988a), "Framework for finite elastoplasticity. Part I", Computer Methods in Applied Mechanics and Engineering, 66: 199-219.
• Simo J. C. (1988b), "Framework for finite elastoplasticity based on maximum dissipated energy and the multiplicative decomposition. Part II: Computational aspects", Computer Methods in Applied Mechanics and Engineering, 68: 1-31.
<references/>
<references/>

Latest revision as of 09:33, 16 May 2018

Constitutive Law

This MPM Material is an isotropic, elastic-plastic material in large strains using a hyperelastic formulation. The elastic regime for this material is identical to a Mooney except that it only allows a Neohookean elastic regime (with G = G1 and G2 = 0).,

The formulation of finite strain plasticity is based on the notion of a stress free intermediate configuration and uses a multiplicative decomposition of the deformation gradient F given by:

      [math]\displaystyle{ \mathbf{F} = \mathbf{F}_{e}. \mathbf{F}_{p} }[/math]

Where Fe and Fp are the elastic and plastic deformation gradient tensors respectively, with det (Fp), that supposes the plastic flow to be isochoric. The Neo-Hookean elastic stored energy, represented by its uncoupled volumetric-deviatoric internal energy form, is consistent with the fundamental idea that the elastic-plastic deviatoric response is assumed to be uncoupled from the elastic volumetric response

In finite strain plasticity, the stored energy is based on the additive decomposition of the stored energy into elastic We and plastic Fp internal energies. The elastic stored energy is related to the intermediate configuration and the plastic stored energy is expressed in term of plastic state variables α.

      [math]\displaystyle{ W =W_{e} (\mathbf{B}_{e}) + W_{p} (\alpha) }[/math]

The stored Neo-Hookean stored energy, We, is identical to the Mooney Energy W and dependent on entered small-strain, bulk modulus (κ), small-strain, shear modulus (G = G1), and dilation energy option (UJOption). The value of G2 is always zero in this material.

In associative plasticity, the plastic storage energy is represented by the plastic flow condition. The plastic flow model considered here is isotropic hardening. It is handled by any hardening law available in the code (see Hardening Laws). The associative flow rate is defined by the principle of maximum plastic dissipation.[1][2] It is given, in the present context, by:

      [math]\displaystyle{ L_{v} \mathbf{B}^e = \mathbf{F} {\delta\over t} (\mathbf{\bar C}{^{p-1}}) \mathbf{F^T} = - {2\over 3} {\gamma} {\rm Tr}(\mathbf{B}_{e})\mathbf{n} \qquad {\rm with} \qquad \mathbf{n} = {\mathbf{\tau^{d}}\over ||\mathbf{\tau^{d}}||} }[/math]

Where Lv is the Lie derivative of the deviatoric part of the elastic left Cauchy-Green strain tensor [math]\displaystyle{ \bigl(\mathbf{\bar B}_{e}\bigr) }[/math]. It represents the plastic strain rate that is a tensor normal to the yield surface in the stress space; n is a normal to the yield surface and γ is the consistency parameter also called the plastic multiplicator. In addition, a isotropic hardening law is needed. It is represented by the rate equation, as in the linear theory:

      [math]\displaystyle{ {d {\alpha}\over dt } ={\gamma} \sqrt{2\over3} }[/math]

Material Properties

The material properties are set using

Property Description Units Default
K Low-strain bulk modulus pressure units none
G1 (or G) Low-strain shear modulus pressure units none
UJOption Set to 0, 1, or 2, to select the energy term from Mooney Material. none 0
alpha Thermal expansion coefficient ppm/K 0
Hardening This command selects the hardening law by its name or number. It should be before entering any yielding properties. none none
(yield) Enter all plasticity properties required by the selected hardening law. varies varies
(other) Properties common to all materials varies varies

See these relations to covert other properties (such as modulus and Poisson's ratio) to bulk and shear moduli.

History Variables

The selected hardening law will create one or more history variables. This material uses the next history variable (after the hardening laws history variables) to store the volumetric change (i.e., J or the determinant of the deformation gradient). The total strain is stored in the elastic strain variable, while the plastic strain stores the elastic left Cauchy Green tensor.

Examples

These commands model a polymer as an isotropic hyperelastic-plastic material with a particular linear isotropic hardening:

Material "polymer","polymer","HEIsotropic"
   K 5000
   G1 1100
   alpha 60
   rho 1.2
   Hardening "Linear"
   yield 72
   Ep 1000   
 Done

References

  1. J. C. Simo, "Framework for finite elastoplasticity. Part I", Computer Methods in Applied Mechanics and Engineering, 66, 199-219 (1988).
  2. J. C. Simo, "Framework for finite elastoplasticity based on maximum dissipated energy and the multiplicative decomposition. Part II: Computational aspects", Computer Methods in Applied Mechanics and Engineering, 68, 1-31 (1988)