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  • Users: georg2976
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  1. georg2976

    How to make stepped beam in ANSYS 13

    I have one problem with Ansys. How to make beam with two different cross section areas? I need step by step instructions. Regards
  2. georg2976

    Problem with beam ANSYS 13

    Deaar people, If I choose beam for analysis, how can I change the shape of the beam in x, y directions? Because I have just line in that moment?
  3. georg2976

    Model for the beam

    Dear people, Can somebody attach file of the beam which is working in modal analysis. I used beam node 182, solid and all types and nothing, The example of wing in help is already done with geometric properties and it is different if I want to take into consideration beam. I have a problem to...
  4. georg2976

    How to model closed crack in beam in ANSYS

    Dear people, I want to put the crack but closed at the midspan of the beam with depth half of height and with wight all of beam. Can somebody save a file or explain how to do that. Regards,
  5. georg2976

    Problem with defining real constants in ANSYS

    Dear people, I have a problem with preprocessor-real constants add and after choosing the beam I got the message "The beam 188 element type does not require real constants" How to solve it? Before that I choose structural, element type beam 2d. Regards
  6. georg2976

    How to obtain the natural frequency of the beam in ANSYS

    Dear gentlemen, I am new in ansys, and I need a help. I want to obtain the frequencies of the beam, for any properties of the beam and any boundary conditions. I need some example how to set parameters of the beam, number of finite elements. Of course, for the beginning I need analyze for...
  7. georg2976

    Frequency of Timoshenko beam with crack

    Hello people, I am new here. I want to define crack in Timoshenko beam and obtain natural frequency (first mode or many). 1. So I need to set properties of the beam? 2. To put the crack somewhere in the beam? 3. To obtain the frequencies for free vibration without damping? Regards!!!

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