PSHELLX
Bulk Data Entry Defines additional SHELL properties for geometric nonlinear analysis.
Format
(1) | (2) | (3) | (4) | (5) | (6) | (7) | (8) | (9) | (10) |
---|---|---|---|---|---|---|---|---|---|
PSHELLX | PID | I | I | I | NIP | HM | HF | HR | |
DM | DN | I | I |
Example
(1) | (2) | (3) | (4) | (5) | (6) | (7) | (8) | (9) | (10) |
---|---|---|---|---|---|---|---|---|---|
PSHELL | 73 | 7 | 1.0 | 7 | 7 | ||||
PSHELLX | 73 | 24 | 5 |
Definitions
Field | Contents | SI Unit Example |
---|---|---|
PID | Property ID of the associated
PSHELL. 1 No default (Integer > 0) |
|
I | CQUAD4 element
formulation flag. Default as defined by XSHLPRM (Integer)
|
|
I | CTRIA3 element
formulation flag. Default as defined by XSHLPRM (Integer)
|
|
I | Shell small strain formulation
flag. Default as defined by XSHLPRM (Integer)
|
|
NIP | Number of integration points through
the thickness.
Default as defined by XSHLPRM (0 ≤ Integer ≤ 10) |
|
HM | Shell membrane hourglass coefficient
(I=123, and
4 only). Default = 0.01 (Real, 0.0 ≤ HM ≤ 0.05) Except I=3: Default = 0.1 (Real) |
|
HF | Shell out of plane hourglass
coefficient (I=1, 2, 3, and
4 only). Default = 0.01 (0.0 ≤ Real ≤ 0.05) |
|
HR | Shell rotation hourglass coefficient
(I=1, 2, 3, and
4 only). Default = 0.01 (0.0 ≤ Real ≤ 0.05) Except I=3: Default = 0.1 (Real) |
|
DM | Shell membrane damping (with MATX27 and MATX36 only). Default: 7(Real) |
|
DN | Shell numerical damping (I=12, 24, I=30 only). Default: See Comment 8 (Real) |
|
I | Shell resultant stresses calculation
flag. Default as defined by XSHLPRM (CONST
or VAR)
|
|
I | Shell plane stress plasticity flag
(with MATX2, MATX27, and
MATX36 only). Default as defined by
XSHLPRM (RAD or NEWT)
|
Comments
- The property identification number must be that of an existing PSHELL Bulk Data Entry. Only one PSHELLX property extension can be associated with a particular PSHELL.
- PSHELLX is only applied in geometric nonlinear analysis subcases which are defined by ANALYSIS=EXPDYN. It is ignored for all other subcases.
- Q4: Original 4 node OptiStruct shell with hourglass perturbation stabilization.
QEPH: Formulation with physical hourglass stabilization for general use.
QBAT: Modified BATOZ Q4g 24 shell with 4 Gauss integration points and reduced integration for in-plane shear. No hourglass control is needed for this shell.
DKT18: BATOZ DKT18thin shell with 3 Hammer integration points.
- If the small strain option (I) is set to 1 or 3, engineering strain and stress are used; otherwise they are true strain and stress.
- For MATX2, the default value for I and global integration (NIP=0) is I=RAD.
- For MATS1, MATX36 the default value for I and global integration (NIP=0) is I=NEWT.
- Defaults for DM:
Material Element Type I/I Default MATX27 except QEPH, QBAT except 12, 24 5% QEPH 24 1.5% QBAT 12 0% MATX36 except QEPH except 24 0% QEPH 24 1.5% - Defaults for DN:
Element Type I/I Default Usage QBAT 12 0.1% All stress terms, except transverse shear. QEPH 24 1.5% Hourglass stress. DKT18 12/30 0.01% Membrane stress only. - This card is represented as an extension to a PSHELL property in HyperMesh.