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This test lets you check analysis results for a twisted beam, in the context of a static case. You can use either the 2D or 3D model. |
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Reference: R. MAC NEAL, R.L. HARDER., A Proposed Standard Set of Problems to Test Finite Element Accuracy, Finite Element Analysis Design, Vol. 1, P.3-20, 1985. |
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Length: |
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Width: |
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Thickness: |
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Rotation: |
Young Modulus (material): |
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Poisson's ratio (material): |
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Mesh Specifications: |
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Restraints: |
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Loads (surface force density): |
Load |
Quantity |
Linear triangle |
Parabolic triangle |
Linear quadrangle |
Parabolic quadrangle |
Linear tetrahedron |
Parabolic tetrahedron |
Linear hexahedron |
Parabolic hexahedron |
Linear pentahedron |
Parabolic pentahedron |
Pz = 1 |
Tz [mm] |
2.842 |
1.751 |
1.752 |
1.75 |
0.83 |
1.749 |
1.75 |
1.77 | 1.72 | 1.75 |
Normalized |
1.62 |
1.00 |
1.00 |
1.00 |
0.47 |
1.00 |
1.00 |
1.011 | 0.929 | 1.00 | |
Py = 1 |
Ty [mm] |
9.806 |
5.416 |
5.416 |
5.418 |
2.352 |
5.422 |
5.43 |
5.47 | 5.34 | 5.41 |
Normalized |
1.81 |
1.00 |
1.00 |
1.00 |
0.43 |
1.00 |
1.002 |
1.009 | 0.985 | 0.998 |
To Perform the Test:
The Twisted_beam_TE10.CATAnalysis document presents a complete analysis, computed with a mesh formed of parabolic tetrahedron elements (TE10).
The Twisted_beam_TR6.CATAnalysis document presents a complete analysis, computed with a mesh formed of parabolic triangle elements (TR6).
The
twistedbeamWE15.CATAnalysis document presents a complete analysis,
computed with a mesh formed of parabolic pentahedron elements (WE15).
The mesh of 3D elements is obtained using the Sweep 3D mesher:
the guides are given by the beam length.
To compute the case with linear elements, proceed as follow:
Open one of the CATAnalysis documents.
In the Advanced Meshing Tools workbench, replace the mesh specifications as indicated above.
In the Generative Structural Analysis workbench, compute the case.