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Recent content by pls91

  1. pls91

    OOF2 thickness of a stone and mortar wall

    @Mustaine3 I'm sorry, I've searched in this forum "OOF2" and I've seen that there were other questions about this topic, for this reason, I've posted here. Let me know where I can move this question to a more appropriate section, thanks :)
  2. pls91

    OOF2 thickness of a stone and mortar wall

    hi guys, I'm a new user of OOF2. I want to lead a linear static FEM analysis of a wall made of stones and mortar by using OOF2. I've already defined my model in terms of materials, boundary conditions and load. btw, among the input data, I didn't find a field where I could put the thickness...
  3. pls91

    See 3D diagram of a quantity as U and SM

    Mustaine3 you've been very kind. Thanks :)
  4. pls91

    See 3D diagram of a quantity as U and SM

    Hello, I would ask to you, if in abaqus is possibile to see an output field as U1 or SM, instead of a color map as 3D diagram where at certain point's coordinate can be saw the value of the chose quantity. i.e. I have this output about a plate: I wish obtain through abaqus an output like...
  5. pls91

    Stiffeness matrix with abaqus 6.14, MTX file not generate

    Hello, I should extract stiffness matrix from my model in abaqus. I addedd this lines (like suggested by several forum), in my file *inp : *STEP *MATRIX GENERATE, STIFFNESS *MATRIX OUTPUT, STIFFNESS, FORMAT=MATRIX INPUT *END STEP I expect a *.mtx file containing the elements of the stiffness...
  6. pls91

    Load Type abaqus

    Mustaine3, Thanks for your help : D
  7. pls91

    Load Type abaqus

    Hello guys, It is possible in Abaqus CAE (or file *.inp) define impulsive load (Dirac Delta)? If so, how? Thanks in advance
  8. pls91

    group *elset beam in other *elset and assign section, is it possible ?

    Hello guys, if i have a sets of element (beam) : for example : *Elset, elset=E1, instance=telaio-1, generate 1, 8, 1 *Elset, elset=E2, instance=telaio-1, generate 9, 16, 1 *Elset, elset=Ei ... is it possible group E1,E2,...,E1 in different group : *Elset, elset=Group1...
  9. pls91

    Show applied load in Abaqus/CAE

    Sorry guys , no idea why does not work ? thx in advice
  10. pls91

    Show applied load in Abaqus/CAE

    Mustaine3 exuse me, I modified the definition of the load line in the file *inp , like this: *Dload all_elements, PY, -400. but I can't see the load and to obtain convincing results , even though I seem to have written everything correctly . ( There will be some error that escapes me ). I am...
  11. pls91

    Show applied load in Abaqus/CAE

    Mustaine3, I have a simple double fixed beam. http://files.engineering.com/getfile.aspx?folder=c59fa533-9556-424a-b8ca-e646669d2e36&file=cantilever.inp I can't get correct results in terms of M and I can't see the load . Any idea why? (is an example for lear abaqus) Thx in advance
  12. pls91

    Show applied load in Abaqus/CAE

    Hi, How I can see graphically the loads defined in Abaqus / CAE model? ( Example load distributed linearly on a beam (*Dload) or (*Cload) in a point. ) I searched but could not find much about it. Thanks in advance
  13. pls91

    Releases between two beams element ABAQUS/CAE

    Mustaine3 Thank you , you've been very kind . I will try to go into that thanks to your example ;) THX ;)
  14. pls91

    Releases between two beams element ABAQUS/CAE

    Mustaine3, I am learning. Define internal constraints (releases )is the basis for my models,unfortunately I have not found how to do, why I asked you to please let me an example , so I can learn ;) I would be grateful if you could explain the procedure ;) I'm sorry for the trouble ;)
  15. pls91

    Releases between two beams element ABAQUS/CAE

    Mustaine3 thx for your attention. I'am a new user in Abaqus. can you give me an example for my case,please ? in such a way that it can deepen the study . I did not understand the procedure from the link . thanks in advance
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