LE2: Cylindrical Shell Patch Test

Description

Find the outer (convex) surface tangential (q – q) stress at point E (refer below figure) of cylindrical shell with two load cases
as follow.

  • Uniform normal edge moment, on DC, of 1.0 kNm/m
  • Uniform outward normal pressure, at mid-surface ABCD, of 0.6 MPa. Tangential outward normal pressure, on edge DC, of 60.0 MPa

Reference

  1. Test LE2 from NAFEMS report TSBM, Publication NNB, Rev. 3, NAFEMS Linear Benchmarks, 5 Oct 1990.

Analysis type

Linear Static Analysis

Technologies used

  • Meshing: Gmsh, NetGen
  • Solver: Calculix

Geometry

Cylindrical shell
Figure 1: Cylindrical shell, thickness = 0.01 m

Load assumptions

Uniform normal edge moment, on DC, of 1.0 kNm m-1
Figure 2: Case 1 – Uniform normal edge moment, on DC, of 1.0 kNm/m
Uniform outward normal pressure, at mid-surface ABCD, of 0.6 MPa. Tangential outward normal pressure, on edge DC, of 60.0 MPa
Figure 3: Case 2 – Uniform outward normal pressure, at mid-surface ABCD, of 0.6 MPa. Tangential outward normal pressure, on edge DC, of 60.0 MPa

Boundary conditions

  • Edge AB, all translations and rotations zero
  • Edge AD and Edge BC, symmetry around rq plane, e.g. z translations and normal rotations are all zero

Material properties

Isotropic, E = 210 GPa, ν = 0.3

Computation target

Outer (convex) surface tangential (q - q) stress at point E = 60.0 MPa for both cases
Figure 4: Outer (convex) surface tangential (q – q) stress at point E = 60.0 MPa for both cases

Results

Case 1

LE2: Cylindrical shell, meshed with Gmsh, calculated with CalculiX
Figure 5: LE2: Case 1, Cylindrical shell, meshed with Gmsh, calculated with CalculiX
LE2: Cylindrical shell, meshed with NetGen, calculated with CalculiX
Figure 6: LE2: Case 1, Cylindrical shell, meshed with NetGen, calculated with CalculiX

Case 2

Figure 7: LE2: Case 2, Cylindrical shell, meshed with Gmsh, calculated with CalculiX
Figure 7: LE2: Case 2, Cylindrical shell, meshed with Gmsh, calculated with CalculiX
Figure 8: LE2: Case 2, Cylindrical shell, meshed with NetGen, calculated with CalculiX
Figure 8: LE2: Case 2, Cylindrical shell, meshed with NetGen, calculated with CalculiX

Summary

CaseTheoryGmsh+CalculiXError
160.0 MPa60.97 MPa1.62 %
260.0 MPa62.49 MPa4.15 %
Table 1: Outer (convex) surface tangential (q – q) stress at point E, meshed with Gmsh, calculated with CalculiX
CaseTheoryNetGen+CalculiXError
160.0 MPa59.47 MPa-0.88 %
260.0 MPa62.64 MPa4.40 %
Table 2: Outer (convex) surface tangential (q – q) stress at point E, meshed with NetGen, calculated with CalculiX

Conclusion

CalculiX results are comparable with theoretical results.

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