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Found 6 results

  1. Hello everyone, I am trying to perform non linear quasi static analysis on the truss problem shown in figure. The constraint is applied on bottom side and compression load is applied on top surface. I am using hyperworks 2019 version optistruct as a solver. Due to compression load, various ligament come into contact with each other and get penetrated. I want to create contact on internal surface of the structure to prevent it. I tried some options but didn't work. I will be really grateful for your kind help. Note: all the element are 3d brick element created by "solid map-line drag". Applied load is 10000 N in -y direction. newrun.sat structure.hm
  2. Hello, I am using Hyperworks with Nastran. I would like to export some nodes or element informations (card informations). I understood that on Hyperview, I can create a set, select the elements/nodes that I would like to export and export them. However, only the ID are in the export file. Is it possible to have all the card information (like a part of my nastran input file) ? Thank you for your help
  3. Hi everyone, In the Optistruct 13.0 Reference guide, it says that in the DSHUFFLE card can be defined a RANGE parameter. However I can't find it in my software which is v13.0. Can anybody explain why? Thank you, Gonçalo
  4. Hi, I am trying to create a script that is supposed to query node information from the Card Image . Is there any API to capture the following information marked in the image below?
  5. Hello, I have a simple question: While selecting boundary conditions I have the option to select SPC or SPCD? What are the differences between them? I have used SPC to force initial displacement or rotations of nodes. What makes SPCD special? what can i do with them. <Thanks in advance!
  6. Is it possible to calculate the Stiffness (N/m or N/mm) of the structure from any analysis??
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