-
Configuring a dynamic, explicit procedure
An explicit, dynamic
analysis is computationally efficient for the
analysis of large models with
relatively short dynamic response times
and for the analysis of extremely
discontinuous events or processes.
This
type of analysis allows for the definition of very
general contact
conditions and uses a
consistent, large-deformation theory. For more
information, see
?
Explicit dynamic
analysis,
?
Section 6.3.3 of the
Abaqus
Analysis User's Manual
.
To
create or edit a dynamic, explicit
procedure:
1.
Display the
Edit
Step
dialog box following the procedure
outlined
in
?
Creating a
step,
?
Section
14.9.2
(
Procedure
type:
General;
Dynamic, Explicit
), or
?
Editing a
step,
?
Section
14.9.3
.
2.
On the
Basic
,
Incrementation
,
Mass scaling
, and
Other
tabbed
pages, configure settings such as the
time period for the step, the
maximum
time increment, the increment size, mass scaling
definitions,
and bulk viscosity
parameters as described in the following
procedures.
To configure settings on
the Basic tabbed page:
1.
In the
Edit Step
dialog box, display the
Basic
tabbed page.
2.
In the
Description
field, enter a
short description of the analysis step.
Abaqus stores the text that you enter
in the output database, and the
text is
displayed in the state block by the Visualization
module.
3.
In the
Time period
field, enter the
time period of the step.
4.
Select an
Nlgeom
option:
?
Toggle
Nlgeom
Off
to perform a
geometrically linear analysis
during
the current step.
?
Toggle
Nlgeom
On
to indicate that
Abaqus/Explicit should
account for
geometric nonlinearity during the step. Once you
have toggled
Nlgeom
on, it will be active
during all subsequent
steps in the
analysis.
For more information, see
?
Linear and nonlinear
procedures,
?
Section 14.3.2
.
5.
Toggle on
Include adiabatic heating
effects
if you are performing an
adiabatic stress analysis. This option
is relevant only for metal plasticity.
For more information, see
?
Adiabatic
analysis,
?
Section 6.5.5 of the
Abaqus
Analysis User's Manual
.
To
configure settings on the Incrementation tabbed
page:
1.
In the
Edit Step
dialog box,
display the
Incrementation
tabbed page.
(For information on
displaying the
Edit Step
dialog box, see
?
Creating
a step,
?
Section 14.9.2
, or
?
Editing a
step,
?
Section
14.9.3
.)
2.
Choose a
Type
option:
?
Choose
Automatic
to allow
Abaqus/Explicit to determine the
time
incrementation automatically. For more
information,
see
?
Automatic time
incrementation” in “Explicit dynamic
analysis,
?
Section 6.3.3 of the Abaqus Analysis
User's Manual
.
?
Choose
Fixed
to
use a fixed time incrementation scheme. The
fixed time increment size is determined
either by the initial
element stability
estimate for the step or by a user-specified time
increment. For more information, see
?
Fixed time
incrementation” in “Explicit dynamic
analysis,
?
Section 6.3.3 of
the Abaqus
Analysis User's Manual
.
3.
If you selected
Automatic
time
incrementation, perform the following
steps:
a.
Choose
a
Stable increment estimator
option:
?
Choose
Global
to allow the global
estimator to determine
the stability
limit as the step proceeds. The adaptive,
global estimation algorithm determines
the maximum
frequency of the entire
model using the current dilatational
wave speed. This algorithm continuously
updates the
estimate for the maximum
frequency. The global estimator
will
usually allow time increments that exceed the
element-by-element values.
?
Choose
Element-by-element
to allow
Abaqus/Explicit to
determine an
element-by-element estimate using the
current dilatational wave speed in each
element.
The element-by-element
estimate is conservative; it will
give
a smaller stable time increment than the true
stability
limit that is based upon the
maximum frequency of the
entire model.
In general, constraints such as boundary
conditions and kinematic contact have
the effect of
compressing the
eigenvalue spectrum, and the
element-
by-element estimates do not take this into
account.
b.
Choose a
Max. time
increment
option:
?
Choose
Unlimited
if you do not want
to impose an upper
limit to time
incrementation.
?
Choose
Value
to
enter a value for the maximum time
increment allowed. Enter the value in
the field provided.
For more
information, see
?
Automatic
time incrementation” in “Explicit
dynamic
analysis,
?
Section 6.3.3 of the Abaqus Analysis
User's
Manual
.
If you selected
Fixed
time incrementation,
choose an option for
determining
increment size:
?
Choose
User-defined time
increment
to specify a time
increment size directly. Enter that
time increment size in the field
provided.
?
Choose
Use element-by-
element time increment estimator
to
use time increments the size of the
initial element-by-element
stability
limit throughout the step. The dilatational wave
speed in
each element at the beginning
of the step is used to compute the
fixed time increment size.
For more information, see
?
Fixed time incrementation”
in “Explicit
dynamic
analysis,
?
Section 6.3.3 of the Abaqus Analysis
User's
Manual
.
If desired, enter a
Time
scaling factor
to adjust the stable
time increment
computed by
Abaqus/Explicit. (This option is unavailable if
you have specified
a
User-
defined time increment
for the
Fixed
time incrementation
scheme.)
For more information, see
?
Scaling the time increment”
in “Explicit dynamic
analysis,
?
Section 6.3.3 of the Abaqus Analysis
User's Manual
.
To configure
settings on the Mass scaling tabbed
page:
1.
In the
Edit Step
dialog box,
display the
Mass scaling
tabbed page. For
background information
on mass scaling, see
?
Mass
scaling,
?
Section 11.6.1 of the Abaqus Analysis
User's Manual
.
(For
information on displaying the
Edit
Step
dialog box, see
?
Creating
a
step,
?
Section
14.9.2
, or
?
Editing a
step,
?
Section
14.9.3
.)
2.
Choose one of the following options for
specifying mass scaling:
?
Choose
Use scaled mass and
“throughout step” definitions
from the
previous step
if you want mass scaling
definitions
from the previous step to
propagate through the current step. If
you choose this option, you can skip
the remaining steps in this
procedure.
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