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  • Users: FEAppp
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  1. FEAppp

    Creating history output

    Hello, I used abaqus 6.13 GUI to request a history output2. And then when I write the inp file, the history output doesn't have anything I selected. Also, of course, when I run the job, the result doesn't have the history output2 as well. A screenshot is attached. H-Output-1 is the default, and...
  2. FEAppp

    Apply pressure in abaqus

    Hello, When we apply the load-pressure in abaqus. If we select pressure, I wonder this pressure is the force divided by the undeformed area or the deformed area. In the large-displacement analysis, after the deformation, the area has changed. SO will my applied pressure be changed as well or...
  3. FEAppp

    Transform stress in comsol

    The stress in the global coordinate is denoted as solid.sz, solid.sx and etc. I defined a coordinate system (sys2) in comsol. How to transform the stress in the global coordinate in the sys2? I cannot use sys2 in the solid mechanics and choose sys2 in the linear elastic material because my...
  4. FEAppp

    how to probe value in 1D line plot in comsol

    Hello, I want to know how to probe the value in the 1D plot in comsol. As for the 3D/2D plot, I can just click evaluation 3D anywhere in the figure and it will return me a value at that location (shown in the figure). How could I probe value in the 1D plot anywhere by clicking the location in...
  5. FEAppp

    Check single mesh size in abaqus and comsol

    Hello, I am doing the same analysis in both abaqus and comsol, but they give me different result. So I want to know whether the single mesh size is same in two softwares. For example, I have total 35000 elements, how to check the length of the single element? Thanks.
  6. FEAppp

    Plot Result In A Cylindrical Coordinate in COMSOL

    Hello, I want to visualize the stress tensor in the cylindrical coordinate. Currently, I have the output from a 3D solid mechanical model. The expression I choose is solid.sx, solid.sy, solid.sz and etc. However, these are all plotted in the global coordinate. I want to visualize the result in...
  7. FEAppp

    A hole in a plate -- Sigma_rr magnitude

    It's a very basic problem in order to know how the stress distribute around the hole. After the analysis, in the visualization, I created a cylindrical coordinate system in order to visualize the stress sigma_rr, sigma_tt. In principal, the sigma_rr around the hole need to be zero because it’s...
  8. FEAppp

    Initial stress abaqus- stress distribution around the well

    thread799-322424 Hello, I want to know how the stress distributes around a well. So I created a 3D solid cube model (5m*5m*5m) and have a well (radius 0.1m) in the center. I am confused how to apply the stress in the step. First in the initial step, I don't want the model to deform. So I...

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