Arash Torkzaban

5 Questions 10 Answers 0 Followers

Questions related from Arash Torkzaban

In ANSYS apdl, if you apply a displacement, how can you find the force needed to cause this?

The file is attached. I put a displacement on the beam tip. I am trying to get load_displacement diagram, and I don't know how to get the force data.regards

11 November 2016 3,763 0 View

How can I model a vertical load on a beam beam that is subjected with a constant axial load in ansys apdl?

actually I know that two load step should be defined . But after load step 1 ( constant axial load ), when the second load step starts, the constant axial load is omitted . so how can I carry it on?

10 October 2016 7,958 5 View

Why isn't summation of applied loads equal to support reactions in ansys apdl when two load step is defined?

I modeled a simple cube . a fixed support on a node attaching to the bottom area and in the load step 1, a pressure of 10 MPa to the half of upper area . In the load step 2 , I retain the pressure...

10 October 2016 8,005 4 View

How can I get the force story_drift diagram in ansys apdl?

The model is attached . your help is appreciated. Regards

10 October 2016 8,626 0 View

Why does my beam tip displacement that I modeled in Ansys APDL have a large difference with the experimental test?

I have modeled a RC beam-column connection in Ansys APDL. Them beam tip displacement in the experimental tests is 75 mm, but in my model it finally reached 6 mm. What are the options that may be...

10 October 2016 9,123 13 View