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  1. huaijuliu

    How to get the bending stress in abaqus

    Dear all, I am doing the gear contact anlysis and want to get the bending stress in abaqus to compare with the Lewis Theory, but I do not know which variable is suitable for the description of the bending stress in the gear tooth root? S11? S22? Max Principal? Mises? Any suggestions will be...
  2. huaijuliu

    How to Plot Loading against Deflection graph

    Hi helmi30. I am not sure but I think you can try like this: 1. You can output the loading-time graph since the loading is input by yourself. 2. You can output the displacement-time graph in the visulization module. 3. From Create XY data, there's an item called 'operate on XY data',you can use...
  3. huaijuliu

    Adding parts in Abaqus (in 2d)

    Hi, I am not sure but would you follow assembly-constraint-merge/cut see whether it's useful? Or a tie interaction will be the alternative method probably. Ju
  4. huaijuliu

    Rigid Body Contact

    Totally agree with 2nd floor. And the rigid surface should be the master surface.
  5. huaijuliu

    Display of the element stiffness matrix

    I got it thanks very much
  6. huaijuliu

    Display of the element stiffness matrix

    Thanks johnhors. An element stiffness matrix has many general characteristics that can be used to check the formulation of a particular stiffness matrix. An element stiffness matrix must have the following properties: Symmetric - This means that kij = kji. This is always the case when the...
  7. huaijuliu

    Display of the element stiffness matrix

    Thanks akaBarten I think you are right. However, it's probably for a stiffness matrix to be sparse. why there's no zero element in the matrix? I tried another cases and no zero appears either.
  8. huaijuliu

    Display of the element stiffness matrix

    hey guys! i use the *element matrix output KEYWORDS to output the element stiffness matrix. the result displays: ---- ** ** ELEMENT NUMBER 1 STEP NUMBER 1 INCREMENT NUMBER 1 ** ELEMENT TYPE C3D8R *USER ELEMENT, NODES= 8, LINEAR ** ELEMENT NODES **...

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