Meshing & connection issues for a beam/line solid

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SUMMARY

The discussion focuses on meshing and connection issues encountered in Ansys Workbench during static structural analysis of beam/line reinforcements and a solid block. The user experienced a solver pivot warning related to node 7206, indicating potential problems with material properties, model constraints, or contact issues. Despite attempts to connect geometries using Share Topology, the problem persisted, leading to zero frequency results in Modal Analysis. The user seeks guidance on resolving these meshing and connection challenges.

PREREQUISITES
  • Familiarity with Ansys Workbench and SpaceClaim for geometry modeling.
  • Understanding of finite element analysis (FEA) principles and meshing techniques.
  • Knowledge of APDL commands, specifically for converting beam elements to Link180.
  • Basic concepts of structural analysis, including modal analysis and material properties.
NEXT STEPS
  • Investigate Ansys Workbench meshing settings for beam and solid elements.
  • Learn about proper constraints and boundary conditions in Ansys to avoid ill-conditioned matrices.
  • Explore troubleshooting techniques for contact issues in Ansys simulations.
  • Review documentation on Link180 element properties and their application in structural analysis.
USEFUL FOR

Engineers and analysts working with Ansys for structural simulations, particularly those dealing with meshing and connection issues in FEA models.

jackhero
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I designed two geometries (one for beam/line reinforcements and other second for a solid block shown below) in Ansys workbench spaceclaim for static structural analysis.
L8g7gfS

ca949e9f-a044-4f41-bd0f-a9ba00d57de7_geometry.jpeg


In Ansys workbench Mechanical, I got a weird mesh for the reinforcements which I modeled as beam in Spaceclaim (shown below in the first image). The mesh looked ok for the block (shown below in the second image along with the reinforcements).
3b806bb4-8d7a-415a-9d11-a9ba00d7358c_mesh1.jpeg

632a68c7-f37c-4ceb-ac0c-a9ba00d746aa_mesh2.jpeg

ct933KL

I converted the beam elements to Link180 via APDL command. I ran the model but I had the following error,

A solver pivot warning or error has been detected in the UX degree of freedom of node 7206 located in Design2\Beam (Circle). This is usually a result of an ill conditioned matrix possibly due to unreasonable material properties, an under constrained model, or contact related issues. Check results carefully. You may select the offending object and/or geometry via RMB on this warning in the Messages window.

I think the geometry of reinforcement (beam/line) and block (solid) are not connected. I also tried Share Topology to connect node-to-node but still the problem is present. I also ran the Modal Analysis and I had the zero frequency result.

Can someone please guide me on this issue?
 

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  • 3b806bb4-8d7a-415a-9d11-a9ba00d7358c_mesh1.jpeg
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  • 632a68c7-f37c-4ceb-ac0c-a9ba00d746aa_mesh2.jpeg
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Why are you trying the mesh "reinforcement" method in the first place? What kind of simulation are you attempting?
 

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