PLOADSF
Bulk Data Entry Parameters of pressure loads on a surface defined by a SURF/SET entry.
The SURF format of type ELFACE and the SURF/SET format of type ELEM are supported.
Format A
(1) | (2) | (3) | (4) | (5) | (6) | (7) | (8) | (9) | (10) |
---|---|---|---|---|---|---|---|---|---|
PLOADSF | SID | SRFID | Type | P |
Format B
(1) | (2) | (3) | (4) | (5) | (6) | (7) | (8) | (9) | (10) |
---|---|---|---|---|---|---|---|---|---|
PLOADSF | SID | SRFID | Type | P1 | CID | Z0 | Z1 |
Format C
(1) | (2) | (3) | (4) | (5) | (6) | (7) | (8) | (9) | (10) |
---|---|---|---|---|---|---|---|---|---|
PLOADSF | SID | SRFID | Type | P | CID | N1 | N2 | N3 |
Definitions
Field | Contents | SI Unit Example |
---|---|---|
SID | Load set
identification number. No default (Integer > 0) |
|
SRFID | Surface identication
number. No default (Integer > 0) |
|
Type | Pressure type
applied.
(Character) |
|
P | Constant pressure
magnitude. No default (Real) |
|
P1 | Hydrostatic pressure
magnitude at Z1. 4 No default (Real) |
|
CID | Coordinate system
identification number.
Default = 0 (Integer > 0, or blank) |
|
ZO, Z1 | Z-coordinates (in the
user specified coordinate system) of the zero-pressure level and
the level at which the hydrostatic pressure
P1 is defined. 4 If the basic coordinate system is used in axisymmetric analysis defined in xz- and xy- planes, Z0 and Z1 specify values of the z- and y-coordinate, respectively. No default (Real) |
|
N1, N2, N3 | Components of a vector
measured in the user specified coordinate system. The vector is
normalised internally such that it does not contribute to the
magnitude of the load. For Type DIREC, the vector defines the direction of the load. For Type SHEAR, the projection of the vector on local element surfaces gives the direction of the shear traction. If the vector is perpendicular to the face of an element, the corresponding shear pressure will be set to 0. Default = 0 (Real) |
Comments
- Only the SURF entries of type ELFACE and the SURF/SET entries of type ELEM are supported.
- The magnitude of surface tractions of types NORMAL, DIREC and SHEAR is assumed be constant.
- The direction for surface tractions of types NORMAL and HYDRO is consistent with the normal direction of the referenced surface.
- The magnitude of the hydrostatic pressure, i.e. Type = HYDRO, varies linearly between Z0 and Z1 and vanishes above Z0, where Z0 is defined as the zero-pressure level and Z1 the level at which P1 is defined (Figure 1), both measured in the user specified coordinate system.
- Only the complete follower option, i.e. FLLWER = 1, is provided for the hydrostatic pressure of type HYDRO, and other options (FLLWER = 2 and 3) will be converted internally if specified. For types NORMAL, DIREC and SHEAR, all the follower options are supported.