The Nonlinear Elastic Material feature is used to model stress-strain relationships which are nonlinear even at infinitesimal strains. It is available in the Solid Mechanics and Membrane interfaces. This material model requires either the Nonlinear Structural Materials Module or the Geomechanics Module.
Nonlinear Elastic Material is available for 3D, 2D, and 2D axisymmetry.
By adding the following subnodes to the Nonlinear Elastic Material node you can incorporate many other effects:
The Global coordinate system is selected by default. The
Coordinate system list contains any additional coordinate systems that the model includes (except boundary coordinate systems). The coordinate system is used when stresses or strains are presented in a local system. The coordinate system must have orthonormal coordinate axes, and be defined in the material frame. Many of the possible subnodes inherit the coordinate system settings.
Nonlinear Structural Materials Module: Select a Material model:
Ramberg–Osgood,
Power law,
Uniaxial data,
Shear data,
Bilinear elastic, or
User defined.
Geomechanics Module: Select a Material model:
Ramberg–Osgood,
Hyperbolic law,
Hardin–Drnevich,
Duncan–Chang,
Duncan–Selig,
Small strain overlay, or
User defined.
All nonlinear elastic material models have density as an input. The default Density ρ uses values
From material. For
User defined enter another value or expression.
If any material in the model has a temperature dependent mass density, and From material is selected, the
Volume reference temperature list will appear in the
Model Input section. As a default, the value of
Tref is obtained from a
Common model input. You can also select
User defined to enter a value or expression for the reference temperature locally.
From the Use mixed formulation list, select
None,
Pressure formulation, or
Strain formulation. It is also possible to select an
Implicit formulation when an assumption of plane stress is used.
Select from the applicable list to use the value From material or enter a
User defined value or expression.
From the Specify list select a pair of elastic properties for an isotropic material —
Young’s modulus and Poisson’s ratio (the default for Ramberg–Osgood, Power law, Duncan–Chang, and Duncan–Selig) or
Bulk modulus and shear modulus (the default for Hyperbolic law and Hardin–Drnevich).
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For Power law and Hyperbolic law:
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For Hardin–Drnevich, define the Reference shear strain γref.
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For Duncan–Chang, define the Ultimate deviatoric stress qult.
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For Small strain overlay:
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For Uniaxial data the
Uniaxial stress function σax uses the value
From material (if it exists) or
User defined. If
User defined is selected from the list, the default expression for
σax is the linear function
210[GPa]*<physics>.eax, which corresponds to a linear elastic material with a Young’s modulus of 210 GPa. The variable
<physics>.eax corresponds to the elastic uniaxial strain in pure axial loading, and is named using the scheme
<physics>.eax, for example,
solid.eax.
From the Specify list select how to specify the second elastic property for the material —
Bulk modulus or
Poisson’s ratio. Then, depending on the selection, enter a value or select from the applicable list to use the value
From material or enter a
User defined value or expression:
When you select Bulk modulus, the Young’s modulus is computed from the tensile part of the
Uniaxial stress function σax. When you select
Poisson’s ratio, you can either use the tensile part (default), or use the full tensile-compressive curve by selecting the check box
Use nonsymmetric stress-strain data.
For Shear data the
Shear stress function τ uses the value
From material (if it exists) or
User defined. If
User defined is selected from the list, the default expression for
τ is the linear function
80[GPa]*<physics>.esh, which corresponds to a linear elastic material with a shear modulus of 80 GPa. The variable
<physics>.esh corresponds to the elastic shear strain in pure shear loading, and it is named using the scheme
<physics>.esh, for example,
solid.esh.
The default Bulk modulus K uses values
From material. For
User defined enter another value or expression.
For Bilinear elastic enter a value or select from the applicable list to use the value
From material or enter a
User defined value or expression.
In the User defined material model, you specify the bulk modulus implicitly by entering the relation between pressure and volumetric elastic strain. Enter a value or select from the applicable list to use the value
From material or enter a
User defined value or expression.
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Pressure p. The default expression is (-160[GPa])*solid.eelvol, which corresponds to a linear elastic material with a bulk modulus of 160 GPa.
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Select a Formulation —
From study step (default),
Total Lagrangian, or
Geometrically linear to set the kinematics of the deformation and the definition of strain. When
From study step is selected, the study step controls the kinematics and the strain definition.
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With the default From study step, a total Lagrangian formulation for large strains is used when the Include geometric nonlinearity check box is selected in the study step. If the check box is not selected, the formulation is geometrically linear, with a small strain formulation.
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To have full control of the formulation, select either Total Lagrangian, or
Geometrically linear. When
Total Lagrangian is selected, the physics will force the
Include geometric nonlinearity check box in all study steps.
Select a Strain decomposition —
Automatic (default),
Additive, or
Multiplicative to decide how the inelastic deformations are treated. This option is not available when the formulation is set to
Geometrically linear.
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When Automatic is selected, a multiplicative or additive decomposition is used with a total Lagrangian formulation, depending on the Include geometric nonlinearity check box status in the study step.
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Select Additive to force an additive decomposition of strains.
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Select Multiplicative to force a multiplicative decomposition of deformation gradients. This option is only visible if Formulation is set to Total Lagrangian.
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The Strain decomposition input is only visible for material models that support both additive and multiplicative decomposition of deformation gradients.
Select the Calculate dissipated energy check box as needed to compute the energy dissipated by
Creep,
Plasticity,
Viscoplasticity, or
Viscoelasticity.
To display this section, click the Show More Options button (
) and select
Advanced Physics Options in the
Show More Options dialog box.
If Pressure formulation is used, select the discretization for the
Auxiliary pressure —
Automatic,
Discontinuous Lagrange,
Continuous,
Linear, or
Constant. If
Strain formulation is used, select the discretization for the
Auxiliary volumetric strain —
Automatic,
Discontinuous Lagrange,
Continuous,
Linear, or
Constant.
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The Discretization section is available when Pressure formulation or Strain formulation is selected from the Use mixed formulation list. To display the section, click the Show More Options button ( ) and select Advanced Physics Options in the Show More Options dialog box.
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Select the Reduced integration check box to reduce the integration points for the weak contribution of the feature. Select a method for
Hourglass stabilization —
Automatic,
Manual, or
None to use in combination with the reduced integration scheme. The default
Automatic stabilization technique is based on the shape function and shape order of the displacement field.
Control the hourglass stabilization scheme by using the Manual option. Select
Shear stabilization (default) or
Volumetric stabilization.
When Shear stabilization is selected, enter a stabilization shear modulus,
Gstb. The value should be in the order of magnitude of the equivalent shear modulus.
When Volumetric stabilization is selected, enter a stabilization bulk modulus,
Kstb. The value should be in the order of magnitude of the equivalent bulk modulus.
Physics tab with Solid Mechanics selected:
Physics tab with Membrane selected: