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  1. mawb

    Section moments in Abaqus

    I will check it out. Thank you.
  2. mawb

    Section moments in Abaqus

    I have now created two different models with the exact same properties, loading,boundary conditions etc. The only thing I changed was the local axis system. See picture attached. For one model I lined local 1-axis with global x-axis, and for the other model lined local 1-axis with global y-axis...
  3. mawb

    Section moments in Abaqus

    For the beam elements the local axis direction makes sence. The problem occurs when I look at shell element. I tried to redraw the model, and was not able to draw it with y-direction in gravity direction because of the drawing-grid. However, I flipped the shell so that global y-direction was in...
  4. mawb

    Section moments in Abaqus

    I am writing some basic theory about the local axis and its connection to SM1,SM2 and SM3. I am agreeing with you when you describe the situation in x-y-z coordinates. But when using the results to compare with the local axis the sentence "SM1 Bending moment force per unit width about local...
  5. mawb

    Section moments in Abaqus

    Could you please take a look at the pictures attached? It may be that my basic understanding is missing, but I find these results strange when following the definition from the manual. Thank you for helping me out...
  6. mawb

    Section moments in Abaqus

    thread799-188299 Hi. I am having some trouble with determining the SM1 og SM2 in Abaqus for a shell element. From ABAQUS Analysis User's Manual: "SM1 Bending moment force per unit width about local 2-axis. SM2 Bending moment force per unit width about local 1-axis" The way I read this, SM1...

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