can be defined by specifying field expansion coefficients so that Abaqus/Standard can compute field expansion strains that are driven by changes in predefined field
variables;
can be isotropic, orthotropic, or fully anisotropic; or, for pore fluids, can be
isotropic only;
are defined as total expansion from a reference value of the predefined field variable;
can be specified as a function of temperature and/or predefined field variables;
can be specified directly in user subroutine UEXPAN (if the field expansion
strains are complicated functions of field variables and state variables);
can be defined for more than one predefined field variable; and
can be defined independently for the solid grains and the pore fluid in a porous
medium.
Field expansion is a material property included in a material definition (see Material Data Definition) except when it refers to the expansion of a gasket
whose material properties are not defined as part of a material definition. In that case
field expansion must be used in conjunction with the gasket behavior definition (see Defining the Gasket Behavior Directly Using a Gasket Behavior Model).
Input File Usage
Use the following options to define field expansion associated with predefined field
variable number n for most materials:
The EXPANSION option can be repeated
with different values of the predefined field variable number n
to define field expansion associated with more than one field.
Use the following options to define field expansion associated with predefined field
variable number n for gaskets whose constitutive response is
defined directly as gasket behavior:
The EXPANSION option can be repeated
with different values of the predefined field variable number n
to define field expansion associated with more than one field.
Computation of Field Expansion Strains
Abaqus/Standard requires field expansion coefficients, , that define the total field expansion from a reference value of the
predefined field variable n, , as shown in Figure 1.
Figure 1. Definition of the field expansion coefficient.
The field expansion for each specified field generates field expansion strains according
to the formula
where
is the field expansion coefficient;
is the current value of the predefined field variable n;
is the initial value of the predefined field variable n;
are the current values of the predefined field variables;
are the initial values of the predefined field variables; and
is the reference value of the predefined field variable
n for the field expansion coefficient.
The second term in the above equation represents the strain due to the difference between
the initial value of the predefined field variablen, , and the corresponding reference value, . This term is necessary to enforce the assumption that there is no
initial field expansion strain for cases in which the reference value of the predefined
field variable n does not equal the corresponding initial
value.
Defining the Reference Value of the Predefined Field Variable
If the coefficient of field expansion, , is not a function of temperature or field variables, the reference
value of the predefined field variable, , is not needed. If is a function of temperature or field variables, you can define .
Converting Field Expansion Coefficients from Differential Form to Total Form
Total field expansion coefficients can be provided directly as outlined in the previous
section. However, you may have field expansion data available in differential form:
that is, the tangent to the strain-field variable curve is provided (see Figure 1). To convert to the total field expansion form required by Abaqus, this relationship must be integrated from a suitably chosen reference value of the
field variable, :
For example, suppose is a series of constant values: between and ; between and ; between and ; etc. Then,
The corresponding total expansion coefficients required by Abaqus are then obtained as
Computing Field Expansion Strains in Linear Perturbation Steps
During a linear perturbation step, field variable perturbations can produce perturbations
of field expansion strains in the form:
where is the field variable perturbation load about the base state, is the field variable in the base state, and is the tangent field expansion coefficient evaluated in the base state.
Abaqus computes the tangent field expansion coefficients from the total form as
Defining Increments of Field Expansion Strain in User Subroutine
UEXPAN
Increments of field expansion strain can be specified in user subroutine UEXPAN as functions of temperature
and/or predefined field variables. User subroutine UEXPAN must be used if the field
expansion strain increments depend on state variables.
You can use user subroutine UEXPAN more than once within a single
material definition. In particular, you can define both thermal and field expansions or
multiple field expansions within the same material definition using user subroutine UEXPAN.
Defining the Initial Temperature and Field Variable Values
If the coefficient of field expansion, , is a function of temperature and/or predefined field variables, the
initial temperature and initial predefined field variable values, and , are given as described in Initial Conditions.
Element Removal and Reactivation
If an element has been removed and subsequently reactivated (Element and Contact Pair Removal and Reactivation), and in the equation for the field expansion strains represent temperature
and predefined field variable values as they were at the moment of reactivation.
Defining Directionally Dependent Field Expansion
Isotropic, orthotropic, or fully anisotropic field expansion can be defined.
Orthotropic and anisotropic field expansion can be used only with materials where the
material directions are defined with local orientations (see Orientations).
Only isotropic field expansion is allowed with the hyperelastic and hyperfoam material
models.
Isotropic Expansion
If the field expansion coefficient is defined directly, only one value of is needed at each temperature and/or predefined field variable. If user
subroutine UEXPAN is used, only one isotropic
field expansion strain increment () must be defined.
Input File Usage
Use the following option to define the field expansion coefficient directly:
If the field expansion coefficients are defined directly, the three expansion
coefficients in the principal material directions (, , and ) should be given as functions of temperature and/or predefined field
variables. If user subroutine UEXPAN is used, the three components
of field expansion strain increment in the principal material directions (, , and ) must be defined.
Input File Usage
Use the following option to define the field expansion coefficients directly:
If the field expansion coefficients are defined directly, all six components of (, , , , , ) must be given as functions of temperature and/or predefined field
variables. If user subroutine UEXPAN is used, all six components
of the field expansion strain increment (, , , , , ) must be defined.
Input File Usage
Use the following option to define the field expansion coefficients directly:
When a structure is not free to expand, a change in a predefined field variable will cause
stress if there is field expansion associated with that predefined field variable. For
example, consider a single 2-node truss of length L that is completely
restrained at both ends. The cross-sectional area; the Young's modulus,
E; and the field expansion coefficient, , are all constants. The stress in this one-dimensional problem can then be
calculated from Hooke's Law as , where is the total strain and is the field expansion strain, where is the change in the value of the predefined field variable number
n. Since the element is fully restrained, . If the values of the field variable at both nodes are the same, we obtain
the stress .
Depending on the value of the field expansion coefficient and the change in the value of
the corresponding predefined field variable, a constrained field expansion can cause
significant stress and introduce strain energy that will result in an equivalent increase in
the total energy of the model. Therefore, it is often important to define boundary
conditions with particular care for problems involving this property to avoid
overconstraining the field expansion.
Material Options
Field expansion can be combined with any other (mechanical) material (see Combining Material Behaviors) behavior in Abaqus/Standard.
Using Field Expansion with Other Material Models
For most materials field expansion is defined by a single coefficient or a set of
orthotropic or anisotropic coefficients or by defining the incremental field expansion
strains in user subroutine UEXPAN.
Using Field Expansion with Gasket Behavior
Field expansion can be used in conjunction with any gasket behavior definition. Field
expansion will affect the expansion of the gasket in the membrane direction and/or the
expansion in the gasket's thickness direction.
Elements
Field expansion can be used with any stress/displacement element in Abaqus/Standard, except for beam and shell elements using a general section behavior.
Output
The following variables for the thermal expansion strains related output are available:
FVE:
Field expansion strain tensor (symmetric). If you define more than one field
expansion option for the material, output request
FVE outputs the expansion strains
corresponding to all field variables for which expansion is defined. Abaqus/Standard limits the total number of field expansion strains available for output to a maximum
of 50.
FVEn:
Field expansion strain tensor (symmetric) corresponding to the field variable
n.
FVEFL:
Field expansion strain (scalar) in the pore fluid in a porous medium
(scalar). If you define more than one field expansion option for the material, output
request FVEFL outputs expansion
strains corresponding to all the field variables for which expansion is defined (subject
to limitations noted below). Abaqus/Standard limits the total number of field expansion strains in the pore fluid available for
output to a maximum of 50.
FVEFLn:
Field expansion strain (scalar) in the pore fluid corresponding to the field
variable n.