The .strn file is an ASCII format
results file.
File Creation
This file is created when OPTI, OS, or ASCII formats are chosen.
(See documentation for the I/O Option OUTPUT).
File Contents
Result |
Description |
Strain |
Strain results from linear
static analysis and linear transient analysis. Output is
controlled by the I/O Option STRAIN.
|
File Format
The strain file has the following format for linear static analysis:
For each
iteration, the following header is used: |
|
iter |
Iteration |
Numlds |
- Data
- Description
- iter
- Keyword denoting the beginning of a new iteration.
- Iteration
- The Iteration number.
- Numlds
- The number of load cases for which this output is created.
Each
iteration section is divided up by subcase. Output for each
subcase starts with a line in the following format: |
|
Id |
Number_of_els |
STRN:Spc_id |
- Data
- Description
- Id
- The output identification number for the subcase. This is not the same
as the subcase ID used in the input data.
- Number_of_els
- The number of elements for which this output is requested.
- STRN
- A fixed keyword.
- Spc_id
- The SID for SPC's referenced by this subcase.
- Datatype
- Keyword indicating the type of subcase involved.
- (LOAD) declares data is for a linear static subcase.
Strain
information is then provided, for each element, in the following
format: |
|
EID |
Strain1 |
Strain2 |
Strain3 |
Strain4 |
Strain5 |
Strain6 |
Strain7 |
- Data
- Description
- EID
- The element identification number.
- Strain1
- von Mises strain for 2D and 3D elements, or Maximum Longitudinal strain
for BAR/BEAM 1D elements.
- Strain2
- Normal X-strain at Z1 for 2D elements, Normal X-strain for 3D elements,
or for BAR/BEAM it is the
longitudinal strain at C at end A.
- Strain3
- Normal X-strain at Z2 for 2D elements, Normal Y-strain for 3D elements,
or for BAR/BEAM it is the
longitudinal strain at D at end A.
- Strain4
- Normal Y-strain at Z1 for 2D elements, Normal Z-strain for 3D elements,
or for BAR/BEAM it is the
longitudinal strain at E at end A.
- Strain5
- Normal Y-strain at Z2 for 2D elements, Shear XY-strain for 3D elements,
or for BAR/BEAM it is the
longitudinal strain at F at end A.
- Strain6
- Shear XY-strain at Z1 for 2D elements, Shear YZ-strain for 3D elements,
or for BAR/BEAM it is the
longitudinal strain at C at end B.
- Strain7
- Shear XY-strain at Z2 for 2D elements, Shear XZ-strain for 3D elements,
or for BAR/BEAM it is the
longitudinal strain at D at end B.
- Strain8
- For BAR/BEAM it is the
longitudinal strain at E at end B.
- Strain9
- For BAR/BEAM it is the
longitudinal strain at F at end B.
- Strain10
- For BAR/BEAM it is the Axial
strain.
The strain file has the following format for linear transient analysis:
For each
iteration, the following header is used: |
|
iter |
Iteration |
|
- Data
- Description
- iter
- Keyword identifying that the next field is the iteration number.
- Iteration
- The iteration number.
Each section under iteration is divided up by subcase. Output for each subcase starts
with a line in the following format:
Subcase |
Id |
Label |
|
Time |
Time |
|
|
Result Type |
(Entity
Type) |
[Format] |
|
Where,
- Data
- Description
- Id
- Output identification number for the subcase. This is not the same as
the subcase ID used in the input data.
- Label
- Subcase level.
- Time
- Time increment information.
- Entity Type
- Beam, Rod, Plate, and so on.
- Format
- Complex, Real, Imaginary, Phase, and so on.
The strain result format information is the same as the linear static analysis
format.
Comments
- The I/O Option Previously Supported Results controls
the frequency of output for analytical results during an optimization.