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  1. nicolasdegand

    elastic-plastic material

    I think that I have to intervene. It is entirely my fault. Stop this new posts about that problem. I neglected this point of thanks with stars. I just thanked in my questions. I learned something and I thank you a lot for this. I won't forget it in future. This forum helped me a lot in my work...
  2. nicolasdegand

    elastic-plastic material

    Yes, of course MRG, I'm sorry! I can thank a lot to all people who answered to my questions. You know, I begin to use Abaqus and try to do it alone is very difficult! So, it is impossible for me to answer to the different questions. But in a few weeks, it would be possible! and thanks to you...
  3. nicolasdegand

    elastic-plastic material

    Hi, I'd like to use an elastic-plastic material. I define as -elastic: young modulus and poisson's ratio (217460 N/mm2 and 0,298) -plastic:yield stress and plastic strain (258N/mm2 and 0) But I'd like to extract the values as elasto-plastic behaviour so define the gradient of the tangent of...
  4. nicolasdegand

    pressure

    Hi Martin, I just extract the evolution of the time-pressure in the node situated in the centre of the plate:ODP field output>unique nodal>stress component>S:pressure PI: part-1-1 N:1
  5. nicolasdegand

    pressure

    Hi, If I apply an uniform pressure of 45 bars for example to a circular plate and I extract the results, I don't understand why the pressure I extract (until 172!) in the centre node of the plate is bigger than the pressure I applied???? thanks a lot, nico
  6. nicolasdegand

    loading

    hi xerf, I don't have in (create>load) "shell edge load", I only have: -pressure -body force -line load -bolt load which could apply in my case. ?? nico
  7. nicolasdegand

    loading

    Hi, In the case of a 3D plate perforated by holes. I'd like to apply a linear load (perpendicular to the plate) to the circle defining the hole (circle with a diameter equal to the hole diameter). So I'd like to select this circle after selecting the "line load" but I just can select bodies. I...
  8. nicolasdegand

    History outpu

    Hi, thanks to bred for the answer!!! Just one thing. When I report the plot (visualisation>report>xy data> .txt file), I just obtain the value of the first and the last increment...??? In the case of the displacement, I changed in Step>manager>incrementation the value of the increment size...
  9. nicolasdegand

    2 materials > also a problem

    Hi, so, I try to apply the advice but without result In the case of 2 parts defined by different mechanics properties. 1. I create the 2 parts (a circular plate radius R in axisymetric, solid homogeneous, and I assign them respectives properties):part1 with r<r*,E*,nu* and part2 with R>r>r*...
  10. nicolasdegand

    History output mises

    Hi, I can obain an history output of a displacement of a node defined but not MISES or something other than displacement: 1. I define (step>tools>set) one point (in one node) 2. Step>output>history output requests>set name (the point) and I chose the displacement (U3 for example) 3. when I go...
  11. nicolasdegand

    2 materials

    Hi, so, a problem (I think easy) that I can't resolve! In the case of 2 parts defined by different mechanics properties. I'd like to make just one part with them. I have my 2 parts, defined by the 2 materials. In the "assembly", I create 2 instances and in the interaction, I create contraint...
  12. nicolasdegand

    displacements on a straight line and thickness for a 2D

    In the case of a 2D unit cell (for example rectangular): 1.how to impose a thickness (of 1mm for example)? 2.in applying a pressure on one side, how to impose that all the nodes of this side have a displacement as a straight line? (complete procedure)
  13. nicolasdegand

    plate composed by 2 materials

    In the case of a circular plate on simple supports, composed by 2 materials (elastic) and submitted to an uniform pressure:the first material E*, nu* for a radius r<r* and the second one E,nu for a radius r>r*. How to get the deflection in the centre? (the complete procedure)
  14. nicolasdegand

    extrac plot results

    I obtain the plot of the displacement of one node in function of the time. How to extract this plot to an Excel file? (Complete procedure) Sorry but beginner in Abaqus!

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