Defines degree-of-freedom constraints at nodes.
Node at which constraint is to be specified. If ALL,
NINC are ignored
and constraints are applied to all selected nodes (NSEL). If
Node = P, graphical picking
is enabled and all remaining command fields are ignored (valid only
in the GUI). A component name may also be substituted for
Valid degree-of-freedom label. If ALL, use all appropriate labels.
|Structural labels: UX, UY, or UZ (displacements); ROTX, ROTY, or ROTZ (rotations); WARP (warping).|
|Thermal labels: TEMP, TBOT, TE2, TE3, . . ., TTOP (temperature).|
|Electric labels: VOLT (voltage); EMF (electromotive force).|
|Magnetic labels: MAG (scalar magnetic potential); AZ (vector magnetic potential).|
|Acoustic labels: PRES (pressure); UX, UY, or UZ (displacements for FSI coupled elements).|
|Pore fluid labels: PRES (pore pressure); UX, UY, or UZ (displacements); TEMP (temperature).|
|Diffusion labels: CONC (concentration).|
For structural static and transient analyses, translational and rotational velocities are also valid loads. Use these labels: VELX, VELY, VELZ (translational velocities); OMGX, OMGY, OMGZ (rotational velocities).
For structural analyses, HDSP (hydrostatic pressure) is also
valid. However, HDSP is not included
Lab = ALL.
For structural transient analyses, the following acceleration
loads are also valid: ACCX, ACCY, ACCZ (translational accelerations);
DMGX, DMGY, DMGZ (rotational accelerations). The velocity and acceleration
loads are not included when
Lab = ALL.
If the node is connected to an ELBOW290 element, the following pipe cross-section degree-of-freedom labels
are also valid: SE, SO, SW, SRA, and SRT. (For details, see the ELBOW290 documentation.) The degrees of freedom are not included when
Lab = ALL. To constrain all cross-section
degrees of freedom, specify
Lab = SECT.
The PRES degree of freedom is also available for porous media problems.
Degree-of-freedom value or table name reference for
tabular boundary conditions. To specify a table, enclose the table
name in percent (%) signs (for example, D,
tabname%). Use the *DIM command to define a table.
If the enforced motion is active in the
modal analysis (MODCONT,,on),
Value is the base identification number. It should be an integer greater
than or equal to 1 and less than 10000.
Second degree-of-freedom value (if any). If the analysis
type and the degree of freedom allow a complex input,
Value (above) is the real component and
VALUE2 is the imaginary component.
Specifies the same values of constraint at the range
of nodes from
NEND (defaults to
Node), in steps of
NINC (defaults to 1).
Additional degree-of-freedom labels. The same values are applied to the nodes for these labels.
The available degrees of freedom per node are listed under "Degrees of Freedom" in the input table for each element type in the Element Reference. Degrees of freedom are defined in the nodal coordinate system. The positive directions of structural translations and rotations are along and about the positive nodal axes directions. Structural rotations should be input in radians. The node and the degree-of-freedom label must be selected (NSEL, DOFSEL).
In a structural analysis, you can apply only one displacement, velocity, or acceleration load at any degree of freedom. If multiple loads are specified, the last applied load overrides the previous ones. For example, the following commands apply loads to node 100:
In this case, the velocity load (VELX) applied in the last command will override the displacement load (UX).
For elements used in static and low frequency electromagnetic analysis (SOLID236 and SOLID237), the AZ degree of freedom is not a z-component of a vector potential, but rather the flux contribution on the element edge. To specify a flux-parallel condition, set AZ = 0. For more information, see 3-D Magnetostatics and Fundamentals of Edge-based Analysis in the Low-Frequency Electromagnetic Analysis Guide.
In an explicit dynamic analysis, the D command can only be used to fix nodes in the model. The degree-of-freedom value must be zero; no other values are valid. Use the EDLOAD command to apply a nonzero displacement in an explicit dynamic analysis.
For ELBOW290 cross-section degrees
of freedom (
Lab = SE, SO, SW, SRA, SRT,
or SECT), the D command can only specify fixed
constraints. The degree-of-freedom value must be zero; no other values
Tabular boundary conditions (
tabname%) are available only for the following
degree-of-freedom labels: Electric (VOLT), structural (UX, UY, UZ, ROTX, ROTY, ROTZ, and
velocity and acceleration loads VELX, VELY, VELZ, OMGX, OMGY, OMGZ, ACCX, ACCY, ACCZ, DMGX,
DMGY, DMGZ), acoustic (PRES, UX, UY, UZ,), temperature (TEMP, TBOT, TE2, TE3, . . ., TTOP),
diffusion (CONC). All labels are valid only in static (ANTYPE,STATIC) and
full transient (ANTYPE,TRANS) analyses.
%_FIX% is an ANSYS reserved table name. When
VALUE is set to %_FIX%, ANSYS will prescribe the degree of freedom to
the “current” relative displacement value. This option
is only valid for the following labels: UX, UY, UZ, ROTX, ROTY, ROTZ.
Alternatively, functions UX(), UY(), etc. may be used (see *GET for a complete list of available functions). In most
cases, %_FIX% usage is efficient and recommended for all structural
degrees of freedom.
Value = SUPPORT, specify only
the minimum number of displacement constraints necessary to prevent
rigid body motion: three constraints (or fewer, depending on the element
type) for 2-D models and six (or fewer) for 3-D models.
If constraints and initial conditions (IC) are applied at the same node, the constraint specification overrides. This combination is useful when a constraint degree-of-freedom value needs to start with a nonzero value at time = 0.0. For example, if the constraint degree-of-freedom value is prescribed to be a cosine function, then specifying an initial condition for the same node and degree of freedom ensures that the initial value for the constraint degree of freedom at time = 0.0 is same as the cosine function evaluated at time = 0.0. If initial conditions are not specified, the constraint degree-of-freedom value ramps from zero in the first substep of the first loadstep.
If more than one rotational degrees of freedom are constrained with non-zero rotations (ROTX, ROTY, ROTZ), rotational velocities (OMGX, OMGY, OMGZ), or rotational accelerations (DMGX, DMGY, DMGZ), then the rotation of the constrained node from its initial configuration to its final configuration depends on the combination and the sequence in which the constraints are applied. See Rotations in a Large-Deflection Analysis in Structural Analysis Guide.
This command is also valid in PREP7.