INISTRS
Bulk Data Entry Defines initial stress values and settings for elements in nonlinear analysis.
Format
(1) | (2) | (3) | (4) | (5) | (6) | (7) | (8) | (9) | (10) |
---|---|---|---|---|---|---|---|---|---|
INISTRS | ID | ETYPE | CIDA |
(1) | (2) | (3) | (4) | (5) | (6) | (7) | (8) | (9) | (10) |
---|---|---|---|---|---|---|---|---|---|
SECT | NSEC | SEC1 | SEC2 | SEC3 | etc. |
(1) | (2) | (3) | (4) | (5) | (6) | (7) | (8) | (9) | (10) |
---|---|---|---|---|---|---|---|---|---|
EORS | EID/ESETID | CIDB | |||||||
VALUE | STRS1 | STRS2 | STRS3 | etc. |
When ETYPE = SHELL and the SECT line is given, each VALUE line defines initial stress for a shell section; and so, for any shell element (with EID) or shell element set (with ESETID), the number of VALUE lines must be NSEC.
Example 1
(1) | (2) | (3) | (4) | (5) | (6) | (7) | (8) | (9) | (10) |
---|---|---|---|---|---|---|---|---|---|
INISTRS | 7 | ||||||||
ELEM | 1001 | ||||||||
VALUE | 3.5e4 | -1.5e3 | 0.0 | 3.0e3 | 0.0 | 2.0e3 | |||
ESET | 200 | ||||||||
VALUE | 3.0e4 | -1.5e3 | 0.0 | 3.0e3 | 0.0 | 2.0e3 |
Example 2
(1) | (2) | (3) | (4) | (5) | (6) | (7) | (8) | (9) | (10) |
---|---|---|---|---|---|---|---|---|---|
INISTRS | 8 | SHELL | -1 | ||||||
SECT | 2 | ||||||||
ELEM | 101 | ||||||||
VALUE | 3.5e4 | 0.0 | 0.0 | ||||||
VALUE | -3.5e4 | 0.0 | 0.0 | ||||||
ELEM | 102 | ||||||||
VALUE | 3.0e4 | 0.0 | 0.0 | ||||||
VALUE | -3.0e4 | 0.0 | 0.0 |
Definitions
Field | Contents | SI Unit Example |
---|---|---|
ID | Unique identification
number. No default (Integer > 0) |
|
ETYPE | Element type which
initial stress is applied.
|
|
CIDA | Coordinate system
identification number, or stress components flag.
Integer > 0: user-defined (prescribed) coordinate system. |
|
SECT | Keyword indicating the start of continuation line(s) for the shell sections. | |
NSEC | Number of shell
sections where initial stress is applied for shell elements.
No default (2 ≤ Integer ≤ 6) |
|
SEC(i) | Through-thickness
position for the shell sections. SEC(i) must
be either all blank or all non-blank, i.e., the number of
SEC(i) must be either
NSEC or zero; and
SEC(i) must be given in ascending order
if all non-blank. Blank implies that the sections are located uniformly through the shell thickness, starting at the bottom surface and ending at the top surface. A Real value is the multiplier to shell thickness to get the location. -0.5 means the bottom surface of the shell element and 0.5 means the top surface. The through-thickness positive direction, pointing from the bottom surface to the top surface, is determined by the right-hand rule and the order in which the grid points are listed on the connection entry. It is same as the convention for Z1/Z2 of PSHELL. <Blank, or -0.5 ≤ Real ≤ 0.5> Default = Blank |
|
EORS | Flag indicating an
element, or element SET is selected in the following field.
|
|
EID/ESETID | Identification number
of the element or element SET to which the stress values
apply. No default (Integer > 0) |
|
CIDB | Coordinate system
identification number or stress components flag.
Integer > 0: user-defined (prescribed) coordinate system. |
|
VALUE | Keyword indicating the start of a continuation line for the stress components. | |
STRS(i) | Stress components
4 No default (Real) |
Comments
- INISTRS and ISTSADD should not have the same ID.
- The INISTRS Bulk Data Entry is selected by the Subcase Information command INISTRS.
- Initial stress is supported for solid
elements (CHEXA, CPENTA,
CPYRA and CTETRA) and shell elements
(CQUAD4, CTRIA3, CQUAD8
and CTRIA6), only.Initial stress is currently not supported for:
- solid elements with hyperelastic material in LGDISP analysis
- solid elements with user-defined material in LGDISP analysis
- For initial stress
of solid elements, 6 stress components are needed for each VALUE
line and they are:
- STRS1
- xx
- STRS2
- yy
- STRS3
- zz
- STRS4
- xy
- STRS5
- yz
- STRS6
- zx
For initial stress in element or material coordinate system of shell elements, 3 stress components are needed for each VALUE line and they are:- STRS1
- STRS2
- STRS3
For initial stress in the basic or a prescribed coordinate system of shell elements, 6 stress components are needed for each VALUE line and they are:- STRS1
- xx
- STRS2
- yy
- STRS3
- zz
- STRS4
- xy
- STRS5
- yz
- STRS6
- zx