LE3: Hemisphere-Point Loads

Description

Find the displacement in x- direction of point A of hemisphere shown in Figure 1.

Reference

  1. NAFEMS Finite Element Methods & Standards, The Standard NAFEMS Benchmarks, Test No. LE3. Glasgow: NAFEMS, Rev. 3, 1990.

Analysis type

Linear Static Analysis

Technologies used

  • Meshing: Gmsh, NetGen
  • Solver: Calculix

Geometry

LE3: Hemisphere-Point Loads
Figure 1: Hemisphere shell

Load assumptions

Concentrated radial loads of 2 kN outward at A, inward at C.

Boundary conditions

  • Point E, zero zdisplacement
  • Edge AE, symmetry about zx plane, i.e. zero y displacement, zero normal rotation
  • Edge CE, symmetry about yz plane, i.e. zero x displacement, zero normal rotation
  • All other displacements on edge AC are free.

Material properties

Isotropic, E = 68.25 GPa, ν = 0.3

Computation target

Displacement in x- direction of point A = 185 mm

Results

LE3: Hemisphere Shell meshed with Gmsh, calculated with CalculiX
Figure 2: LE3: Hemisphere Shell meshed with Gmsh, calculated with CalculiX
LE3: Hemisphere Shell meshed with NetGen, calculated with CalculiX
Figure 3: LE3: Hemisphere Shell meshed with NetGen, calculated with CalculiX

Summary

TheoryGmsh+CalculiXError
185 mm185.66 mm0.36 %
Table 1: Displacement in x- direction of point A meshed with Gmsh, calculated with CalculiX
TheoryNetGen+CalculiXError
185 mm184.51 mm-0.27 %
Table 2: Displacement in x- direction of point A meshed with NetGen, calculated with CalculiX

Conclusion

CalculiX results are comparable with theoretical results.

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