EDLCS, Option
, CID
, X1
, Y1
, Z1
, X2
, Y2
, Z2
, X3
, Y3
, Z3
Defines a local coordinate system for use in explicit dynamics
analysis.
Option
Label identifying the option to be performed:
ADD | — | Define a coordinate system (default). |
DELE | — | Delete a coordinate system. If |
LIST | — | List defined coordinate systems. If |
CID
Coordinate system ID.
X1
, Y1
, Z1
X, Y, and Z coordinates of a point on the local x-axis.
X2
, Y2
, Z2
X, Y, and Z coordinates of a point on the local x-y plane.
X3
, Y3
, Z3
X, Y, and Z coordinates of the origin. X3
, Y3
,
and Z3
all default to zero.
Local coordinate systems defined by this command are used in an explicit dynamic analysis. For example, a local coordinate system may be used when defining orthotropic material properties (see EDMP).
The coordinate system is defined by 2 vectors, one from the origin (X3
, Y3
, Z3
) to a point on the x-axis (X1
, Y1
, Z1
),
and one from the origin to a point on the x-y plane (X2
, Y2
, Z2
).
The cross product of these two vectors determines the z-axis, and the cross
product of the z-axis vector and x-axis vector determines the y-axis. If X3
, Y3
,
and Z3
are not specified, the global origin (0,0,0)
is used by default (as shown in the figure below).
The x-axis vector and the xy vector should be separated by a reasonable angle to avoid numerical inaccuracies.
When you use the local coordinate system (defined by the EDLCS command)
to define a load (EDLOAD command), the direction of the
load will depend on the load type. For force and moment loads (Lab
=
FX, MX, etc. on EDLOAD), the load will be applied in the
direction of the local coordinate system defined by EDLCS.
For prescribed motion degrees of freedom (Lab
=
UX, ROTX, VX, AX, etc. on EDLOAD), the motion will act
in the direction of a vector from point (X1
, Y1
, Z1
)
to point (X2
, Y2
, Z2
)
as input on EDLCS. See the EDLOAD command
for more information.
This command is also valid in SOLUTION.
Distributed ANSYS Restriction This command is not supported in Distributed ANSYS.