The maximum stress reached nearly 900Mpa, obviously, this stress is larger than the general steel can withstand the limit. It can be seen that the maximum deformation has reached 22mm, which is already large deformation. In the above command flow, the name of the named set defined earlier is used for top loading. Then enter into the Solver (/solve), in a three-to-one, time-step, in turn, apply the 1,2,3mpa load (SF) on the top surface, and then write the load step into the load step file (Lswrite), and then successively solve the three load steps (lssolve). The meaning of this section of the ADPL command flow is:įirst exit one of the previous processors (finish) Now let's enter the following command into the text window. Second, note that the unit used here is mm.
The text window said a lot of words, the main content contains two points:įirst, these commands are executed before the solve command has just been executed.
The graphics window becomes a text editor where you can enter commands. Select A5 in the number outline and select the command button from the toolbar With a named set, you can use that name later. The named set appears in the tree outline. Set the name in the popup dialog box: Topface Select the top face above to create a named set. In order to maintain uniformity, all units are in millimeters.īecause in order to reference the top face, in order to be able to correctly reference, you need to give it a name, which requires the use of a named set to complete. Since the command is finally passed to the classic interface for calculation, the classic interface has no units. Use the APDL command below to step through the load. Create a structural statics analysis system.ĭouble-click Geometry cell, enter DM, select mm unit.ĭouble-click the model to enter into mechanical, dividing the grid by default. This case can be solved directly in the WB using multi-load steps, which shows how to use the Insert APDL command.Ģ. The load increases gradually from the 1mpa,2mpa,3mpa, and the maximum displacement of the structure is obtained. Please see the case of this article.Ī cantilever beam, 1 meters long, the cross-sectional dimension is 100mmx100mm, the left end is fixed, and the distribution force system is applied on the top surface.
The answer is in APDL, he can achieve a functional load, such as the age of change, with the change in the position of the load, or the change of the reciprocating load, can be achieved. How do I use complex loads in Ansys Workbench? How do I insert a APDL in Ansys Workbench?
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