Title: An Arbitrary LagrangianEulerian Finite Element Formulation for Dynamics and Finite Strain Plasticity
1An Arbitrary Lagrangian-Eulerian Finite Element
Formulation for Dynamics andFinite Strain
Plasticity Models
- Gang Cao
- Dept. of Civil Engineering
- Oregon State University
2Outline
- Basics of Continuum Mechanics
- Constitutive Model Finite Strain Plasticity
- Initial Boundary Value Problem
- Uncoupled ALE Formulation
- Numerical simulations
31. Basics of Continuum Mechanics
is a material body
4The motion of a material body
51. Basics of Continuum Mechanics
Picking out two neighboring configurations, we
get
61. Basics of Continuum Mechanics
Reference configuration M is fixed and
independent of any placement of the material body
7Displacement Field
Physical displacement in Reference configuration
Material displacement
Spatial displacement
Displacement of mesh point m
8Velocity Fields
Using chain rule
Mesh velocity
Convective velocity
Material velocity
Spatial velocity
9Acceleration Fields
In reference configuration
Material Acceleration
Spatial Acceleration
Mesh Acceleration
10General material time derivative
The physical acceleration can also be written as
For any function f(x), the material time
derivative can be written as
Local accel.
convective accel.
11Deformation gradient
Similarly, we can define
12Concept of Stress
Cut out a part of the body and denote the
remaining part as and in the material and
the spatial configuration. is
the Cauchy traction vector.
is the First piola-Kirchhoff (or nominal)
traction vector
Cauchy stress tensor
First Piola Kirchhoff stress tensor
13Concept of Stress
Second Piola Kirchhoff stress tensor
Kirchhoff stress tensor
142. Constitutive Model Finite Strain Plasticity
Representation of the multiplicative
decomposition of the deformation gradient into
its plastic and elastic contribution
15Finite Strain Plasticity in Tensor Notation
16Numerical Implementation
- Integration of the Flow Rules----Implicit Scheme
17The Elastic Predictor
The elastic predictor leads to the elastic trial
state
18The Elastic Predictor
Total Lagrange Formulation
Updated Lagrange Formulation
The Kuhn-Tucker complementary conditions
19The Elastic Predictor
If lt0, then the trial elastic state with
satisfies the Kuhn-Tucker conditions.
Then the trial elastic step is the solution at
time
When gt0, it means that is non
admissible and cannot be the solution at time
. This should be corrected by plastic corrector
20The Plastic Corrector
21Spectral Decomposition
And define principal elastic logarithmic
stretches by
Substitute these formulas into previous
equations, we get
22Finite strain plasticity in spectral
Decomposition
233. Initial Boundary Value Problem (IBVP)
Problem Definition in the referential
configuration
24Strong Form of the IBVP
25Weak Form of the IBVP
26Finite Element Discretization
27Finite Element Discretization
Convective velocity
28Finite Element Discretization
- Approximation for the internal variables
29Finite Element Discretization
304. Uncoupled ALE Formulation
----The Operator Split
- Linear advection equation
Split
Eulerian Equation
Lagrangian Equation
31The Operator Split
- By using Taylor-series expansion for variable
, we get
Lagrangian Equation
Eulerian Equation
Where,
and
32The Operator Split
- The features of Smoothing Phase
- Boundary nodes are required to remain on the
boundary, since this is the main advantage of the
ALE formulation compared to the Eulerian one.
This can be obtained by allowing only a
tangential movement to the boundary of these
nodes - Mesh distortion is controlled by moving inner
nodes in an appropriate way
33Application of Operator Split Technique to the
ALE Formulation
Not the same point any more
Keep the physical motion constant
Material Body and mesh move together
34Application of Operator Split Technique to the
ALE Formulation
35Application of Operator Split Technique to the
ALE Formulation
Illustration of the Updated Lagrange Formulation
used in the Lagrangian Phase of the ALE
formulation
36Flowchart of the Uncoupled ALE formulation
37The Smoothing Phase
38The Smoothing Phase
- Element Area Based Approach
39Convective Velocity
after smooth
before smooth
40Eulerian Phase----Final solution of the internal
variables
- Velocities are computed at mesh nodes
- The stress-related internal variables normally
lie inside the elements - This yields a discontinuous stress field, because
we need we need compute spatial gradient of these
internal variables
Two method to compute the derivatives of the
Lagrangian solution of theinternal variable with
respect to time
- Lax-Wendroff Scheme
- Godunov-scheme
41Lax-Wendroff Scheme
We need a smoothed field of spatial gradient of
the internal variable
42Lax-Wendroff Scheme
classical least squares projection
43Godunov Scheme
- Without computing the spatial gradient
- Directly compute the derivatives of the
Lagrangian solution of the internal variable with
respect to time
Define
Conservative form
44Godunov Scheme ----One-point-quadruatu
re
Assume piecewise constant field of the solution
of the internal variable after the Lagrangian
phase.
Take the weak form
Where is the internal variable component
along the side s of the element under
consideration, stands for the total number
of sides of the element and is the
volume of the element
45Godunov Scheme ----One-point-quadruatu
re
46Godunov Scheme ----One-point-quadruatu
re
where
is the flux of convective velocity
47Godunov Scheme ----multiple-point-quad
ruature
Illustration of the Godunov scheme for
Multiple-point-quadrature
485. Numerical Simulations
----Impact of a Circular Bar
Smoothing strategy
Equidistantly distributed in radial direction
49Impact of a Circular Bar
Non-uniform distribution in radial direction
50Impact of a Circular Bar
Equidistantly distributed in radial direction
51Impact of a Circular Bar
- Theres not much difference between the
Lagrangian and the ALE formulation - The time step in ALE formulation is four times
larger than one in Lagrangian formulation, which
means ALE formulation can be much faster than the
Lagrangian formulation although in every time
step ALE need extra smooth phase and Eulerian
phase after the Lagrangian phase
52Necking of a Circular Bar
For ALE and Lagrangian computation
For the reference solution
53Smooth Strategy
Equidistantly distributed
Fixed the vertical position
Equidistantly distributed in radial direction
54Comparison of Spatial Meshes
Large deformation
Uniform distributed
55Necking of a Circular Bar
constant in horizontal direction
not constant in horizontal direction
56Conclusion
- The results from uncoupled ALE formulation are
reliable - The ALE formulation can be much faster than
Lagrangian formulation because it can use larger
time step without large element deformation
57Reference
1 Christian Linder, An Arbitrary
Lagrangian-Eulerian Finite Element Formulation
for Dynamics and Finite Strain Plasticity Models,
Master thesis, University of Stuttgart,
German,2003
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