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  1. drasticxxx

    Hello,

    sorry for that,and i appreciate your help, I asked this question because, i need to calculate the Force displacement curve,and i need to calculate the average force and the average displacement for every point on the curve , and by repeating this process i can draw the curve, So what I am...
  2. drasticxxx

    Hello,

    IS IT POSSIBLE TO DEFINE SET NODE ON A MESH AFTER SUBMITTING THE JOB i KNOW THAT THERE ARE ONE IN THE ASSEMNLY,BUT I NEED TO DEFINE ON IN THE MESH please HELP
  3. drasticxxx

    Average stress along member

    I meant the average stress on section vs location on the member? So we have average stress on section 1 vs its location,average stress on section 2 vs its location,...... and so on untill get the cutve
  4. drasticxxx

    Average stress along member

    Is it possible to determine the average stress along the actual length of the member,?plot this? Thank you
  5. drasticxxx

    Preload Bolt

    it does work perfectly Thank you very much I really appreciate,you effort I a have simple question, about meshing,I know from finite element the it always better to have node on node of the mesh for two different parts.But if i have node of mesh of on part intersect with line of mesh on the...
  6. drasticxxx

    Preload Bolt

    Thank you very much I really appreciate Please help me(once i find my problem, i will be very happy) In order to fully understand ,i create simple model to implement your advice and i get this error(seer video) My main point fixing the plate only is not enough(why),since the bolt should be...
  7. drasticxxx

    Preload Bolt

    Fabulous, So if i fixed the head and bottom of the bolt, i prevent the the plates from separation ,since i apply constrain ,since the tension load has no effect on the bolt(the bolt is constrained). Could u please just once full description about how to fix and when What i want to know if i...
  8. drasticxxx

    Preload Bolt

    Also, i found this in the manual examples {{The “prescribed assembly load” capability is used to define pre-tension loads in each of the bolts. For each of the two bolts we define a “cut” or pre-tension section and subject the section to a specified load. As a result, the length of the bolt at...
  9. drasticxxx

    Preload Bolt

    I read the manual carefully and found the following statement which definitely is my problem,but i cant understand i t well {{{{Controlling the pre-tension node during the analysis You can maintain the initial adjustment of the pre-tension section by using a boundary condition fixing the degrees...
  10. drasticxxx

    Preload Bolt

    Hello, Actually i know how to model pre load in the bolt using ABAQUS, but my question is related to the results actually: my questions: I have bolt only 1. when i model the bolt and apply the pre load the model run if i constrain the top and the bottom head,so my question why it is not...
  11. drasticxxx

    Errors

    Thank you very much i have question to you, do i need to define contact if two parts have gap between them in reality because this what i did,and maybe create the problem??????? please explain this to me please please and thank you
  12. drasticxxx

    ABAQUS PLOTTING RESULT

    Hello, I have a bolt with preload, i was not able to run the model until i prevent the motion parallel to shank(all the shank to let the model work,since part of the shank will not make the model work) so i get result like in the following video and i have two question? 1. why the stress is in...
  13. drasticxxx

    using mesh-to-mesh, map solution problem. displacement is not mapped

    sorry ,for that and thank you again
  14. drasticxxx

    using mesh-to-mesh, map solution problem. displacement is not mapped

    Could u tell me please ,when i specify boundary condition, it specify U1, U2,U3 Does that mean U1=X ,U2=Y, U3=Z all the time please help me
  15. drasticxxx

    Errors

    I am waiting for all you brothers to help me thank you
  16. drasticxxx

    Errors

    Hello all I am totally dispersed ,the time is running for my dissertation and i am stuck with thousand of errors so please help me as much as possible,and i will be thankful for all of you I have one bolt with complex geometry in concrete and steel connection(box) and i am applying tensile...

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