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  • Users: shubbad
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  1. shubbad

    Abaqus-Partition

    In my model, everything is the same in both cases—geometry, material properties, loads, and boundary conditions. The only difference is that in the first case, I did not partition the face, while in the second case, I did. Due to the partition, the node numbers vary slightly, leading to a...
  2. shubbad

    Abaqus-CAE : Radial Partition

    Hello everyone, I need some help. I need to create a partition on a surface, similar to what I've shown in the front view. However, I am struggling to partition it in 3D. Should I sketch the section and revolve it to ensure the entire radial surface is divided into 200 mm segments? I've attached...
  3. shubbad

    Abaqus: Composite layup

    I want to create a 3D shell part.I am modelling two shell part as a single part, both the shell part has different thickness and different material property. I tried composite Layup, but I'm unable to do. I'm attaching the image how the geometry will be. Please guide. Regards, Shub
  4. shubbad

    Abaqus-CAE, Sweep cut problem

    I am attempting to cut the portion as indicated in the image. I am using a sweep cut, but I'm not achieving the desired result. Although I can cut it, the final position is not as intended. Note: The first two points are collinear, but the third point is not. I have also attempted solid...
  5. shubbad

    Abaqus-CAE, Shell element

    I modeled a slab in Abaqus using Shell elements, and I require the S33 value. However, for shell elements, S33 is zero. What alternative approach should I consider? Your guidance is appreciated. Thanks and Regards.
  6. shubbad

    Abaqus-CAE : Facing problem in Assembly

    I am facing a problem positioning the instance. I am trying to rotate the instance the way I need, but I am unable to do so. I have marked the point, and I have drawn how to position it. Please guide me.
  7. shubbad

    Abaqus-CAE : How to put the instance in Assembly at correct position

    This is the cross-sectional view of my model, and there is one steel member. However, during modeling, I am unable to understand the position of the steel member, so I cannot place it in its correct position. The total number of steel members is , but from the cross-section, I am unable to...
  8. shubbad

    Abaqus-CAE : Circular footing soil as Spring

    "I have modeled the wind turbine foundation. I have modeled the soil as a spring and applied vertical load, horizontal load, moment, and non-uniform pressure using Analytical field and gravity load. For the spring, I have set the stiffness using a connection to the ground (Standard) with DOF =...

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