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  • Users: Gilesk
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  1. Gilesk

    Transient Analysis Using the EKILL Command

    I am having problems with my element kill analysis using ANSYS 13. I am trying to analyze three cable spans that are subject to a cable breakage that is modeled using the ekill command. The analysis time is 2 seconds. The results for the first second of the simulation are fairly accurate, but...
  2. Gilesk

    Ansys: ANSYS deflection is different from the actual deflection

    I am trying to model a simply supported beam with a point load at the center to show that ANSYS will give the correct deflection. When I run the analysis the deflection that ANSYS gives is different then what the actual should be. The deflection Ansys gives is 0.020348 meters when the actual...
  3. Gilesk

    Ansys: Calculate the bending stress of unmeshed elements?

    Is there a way to get Ansys to calculate and show the bending stress of an arbitrary beam element without having to mesh it?
  4. Gilesk

    How to model a sagging cable in Ansys Mechanical APDL

    I have a simply supported cable of 100 meters length that is subject to a pretension force and self-weight. The maximum deflection that is calculated by Ansys is a lot less than the theoretical deflection. Ansys gives a deflection of 1.27m when the actual deflection should be 12.5m. I have...

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