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EDLCS, Option, CID, X1, Y1, Z1, X2, Y2, Z2, X3, Y3, Z3
Defines a local coordinate system for use in explicit dynamics analysis.
[url=mkMSITStore:d:\Program%20Files\Ansys%20Inc\v90\commonfiles\help\en-us\ansyshelp.chm::/Hlp_C_CH2_5.html]PREP7[/url]: Explicit Dynamics
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Option
Label identifying the option to be performed:
| —
| Define a coordinate system (default).
| | —
| Delete a coordinate system. If CID is blank, all coordinate systems are deleted.
| | —
| List defined coordinate systems. If CID is blank, all coordinate systems are listed.
| CID
Coordinate system ID.
X1, Y1, Z1
X, Y, and Z coordinates坐标 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.
晕死了,通过这九个参数来进行定义啊,好复杂,想一想:
1、指定一个点,作为局部坐标系的原点。
确定一个方向,即局部坐标系的方向,
最后,
NotesLocal 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 向量的叉积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.
Menu PathsMain Menu>reprocessor>Loads>Load Step Opts>Other>Change Mat Props>Local CS>Create Local CS
| Main Menu>Preprocessor>Loads>Load Step Opts>Other>Change Mat Props>Local CS>Delete
| Main Menu>Preprocessor>Loads>Load Step Opts>Other>Change Mat Props>Local CS>List
| Main Menu>Preprocessor>LS-DYNA Options>Constraints>Apply>Local CS>Create Local CS
| Main Menu>Preprocessor>LS-DYNA Options>Constraints>Apply>Local CS>Delete
| Main Menu>Preprocessor>LS-DYNA Options>Constraints>Apply>Local CS>List
| Main Menu>Preprocessor>Material Props>Local CS>Create Local CS
| Main Menu>Preprocessor>Material Props>Local CS>Delete
| Main Menu>Preprocessor>Material Props>Local CS>List
| Main Menu>Solution>Constraints>Apply>Local CS>Create Local CS
| Main Menu>Solution>Constraints>Apply>Local CS>Delete
| Main Menu>Solution>Constraints>Apply>Local CS>List
| Main Menu>Solution>Load Step Opts>Other>Change Mat Props>Local CS>Create Local CS
| Main Menu>Solution>Load Step Opts>Other>Change Mat Props>Local CS>Delete
| Main Menu>Solution>Load Step Opts>Other>Change Mat Props>Local CS>List
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