Constitutive Modeling
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Transcript of Constitutive Modeling
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Constitutive Equations
fluidmechanics
Mathematical function relating stress tensor to velocity field
for a particular fluid
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Constitutive ModelingLooking for appropriate tensorial expressions relating stress
and strain that match observed material behavior.
Constraints:
All terms of a constitutive equation must be of second order
(i.e. have two unit vectors associated with them).
Must be coordinate system invariant. Must not include any
variables that depend on coordinate system. The only scalarfunctions that may be in constitutive equations are functions
of invariants of the vectors or tensors.
Must predict a symmetric stress tensor. (We can achieve this
by using the velocity gradient tensor and its transpose in the
definition of the strain rate tensor.)
Material objectivity is required. The response of the material
to an applied deformation must be the same for all observers.
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Constitutive modeling Many constitutive equations are available
that meet the 4 criteria listed previously
You must choose one that is best suited to
your problem i.e describes the flow
behaviour of the fluid of interest in the flow
of interest to an acceptable level
Dimensionless groups Deborah (De)
number and the Weissenberg number (Wi)
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Types of constitutive equations
Generalized Newtonian
accounts for varying viscosity but not for elasticity
Linear and quasi-linear viscoelastic constitutiveequations
account only for linear viscoelasticity
Non-linear constitutive equations
describe nonlinear viscoelasticity
Choose a constitutive equation by considering the behavior of fluidof interest and the flow of interest. More sophisticated constitutive
models can describe more complex phenomena but often introduce
numerical difficulties. Normally choose the simplest constitutive
equation that will give realistic or useful results.
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Analysis of flow/fluid Deborah number: the
ratio of the relaxation
time of the fluid to thetime scale of a flow
Determines how
important memoryeffects are in the flow
Weissenberg number:
the ratio of the relation
time of the fluid to atime scale of the flow
which relates to non-
linearity Determines how
important non-linear
effects are in the flow
flowtDe
=
'flowtWi
=
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Example: Oscillatory shear
If De
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Example: oscillatory shear and the Pipkin diagram
Wi
De
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Example: Conically converging flow
Q
dz
dR
R
Q
tDe
3
flow
=
=3
1'flow R
Q
tWi =
=
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Generalized Newtonian Constitutive Eqn
Newtonian constitutive Eqn:
Generalized Newtonian
constitutive Eqn:
= &
That constitutive equation only allows for a constant
viscosity, . Since one of the important aspects of non-Newtonian behavior is a shear rate dependant viscosity a
simple modification of this constitutive equation is to include
a shear rate dependant viscosity.
( )
=
=
&&
&&
where
scalar invariant
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Functional forms of the viscosity curvePower law model:
( ) 1nm = &&Carreau-Yasuda model:
( )( )[ ] a
1na
0
1
+=
&&
Bingham model:
( )
stressyieldand
where
y
y
y
0
y
=
=
>+
=&
&
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Limitations of GNF Models
Do not necessarily model the viscosity
curve well.
In general does not represent well non-
shearing flows
Do not predict elastic effects such as normalstresses.
Does not include a dependency on strain
history, therefore cannot predict transient
behavior
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ExampleConsider a hypothetical new material function based on
the following kinematics;
( )( ) ( ){ 0a;0tatexp 0t0twhere00
xt
v
xyz
2
>>
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Example
How would you go about calculating the velocity field
for a specific GNF model?
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EOM, incompressible fluid in cylindricalcoordinates
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Generalized linear viscoelasticconstitutive eqn
( ) ( ) ( ) tdt'ttGtt
=
&
Boltsmann
superposition
principle:
As with the GNF we can consider different forms of
the material function G(t-t). The most common
forms are the Maxwell model and the generalized
Maxwell model.
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Maxwell Model
G
or= /G
=
+ &
t
Differential form:
( ) ( ) tdtttexpGt
= &
Integral form:
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Generalized Maxwell Model
==
=
+N
1ii
ii
ii t &
Differential form:
( )( ) tdt
tt
expG
t N
1i i
i
= = &
Integral form:
N Maxwell elements in
parallel
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Limitations of the GLVE Model
It predicts a constant viscosity = 0. Therefore it is onlyvalid for flows with small shear rates.
Strain is assumed to be additive, therefore it is limited to
small strains.
Predicts zero normal stresses in shear flow.
It is not frame invariant, i.e. it cannot describe flows with a
superimposed rigid rotation.
In chapter 9 we will see how to fix this model
so that it is frame invariant.