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M.karthickraja

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  1. Hi all, I had modeled a steel Plates of two Cases of Same config as shown in fig. Case :1 2D PLATE 2mm Thickness, F=140N(10N/14 Nodes), constraints at opposite end. Case :2 3D hex Plate 2mm Thickness with 2 Layer of Mesh, F=140N(10N/14 Nodes), constraints at opposite end. Clarification required : 1. Both plates are same in Boundary conditions , dimensions and material property. only the element type varies but why the stress induced is different ?
  2. pls explain the option "PYRAMID TRANSITION RATO " in tetramesh parameters panel.
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