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Static calculation of the 7th Circle Installation
Table of Content ,[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]
Task and approach ,[object Object],[object Object],[object Object],[object Object]
The Model ,[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]
The Model ,[object Object],Inner column
The Model ,[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],Steel Bronze Density [kg/m 3 ] 7850 8800 Elastic Modulus[MPa] 210000 110000 Poisson Ratio 0.3 0.3
Load Cases ,[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]
Load Cases 2nd load case Perpendiculat to Face 1 3rd load case Perpendiculat to Face 2 and 3 4th load case Perpendicular to Face 1, 2, 3 inner and Face 7 5th load case
Results:  1. Gravity Displacement [mm] Total displacement: 41.45 mm Deformation scale: 20x Original model Wall thickness of the shell: 20 mm Model without steel structure Wall thickness of the shell: 40 mm Total displacement: 10.283 mm Deformation scale: 20x X Y Z min -0.348 -0.015 -1.694 max 2.97 9.86 0.026 X Y Z min -1.011 -0.047 -6.328 max 15.039 41.148 0.1
Results:  1. Gravity  ,[object Object],[object Object]
Results:  2.  Gravity + Constant Wind Dir1 Displacement [mm] Total displacement: 7.303 mm Deformation scale: 20 x Original model Wall thickness of the shell: 20 mm Model without steel structure Wall thickness of the shell: 40 mm Total displacement: 10.023 mm Deformation scale: 20 x X Y Z min -0.144 -2.098 -1.241 max 2.207 6.851 0.1805 X Y Z min -0.5308 -1.76 -1.67 max 3.61 9.19 0.13
Results:  2.  Gravity + Constant Wind Dir1 ,[object Object],[object Object]
Results:  3.  Gravity + Constant Wind Dir2 Displacement [mm] Total displacement: 24.814 mm Deformation scale: 20 x Original model Wall thickness of the shell: 20 mm Model without steel structure Wall thickness of the shell: 40 mm Total displacement: 62.064 mm Deformation scale: 20 x X Y Z min -0.376 -0.051 -4.083 max 8.01 23.603 0.052 X Y Z min -0.81 -0.072 -9.69 max 23.141 61.589 0.15
Results:  3.  Gravity + Constant Wind Dir2 ,[object Object],[object Object]
Results:  4.  Gravity + Constant Wind Dir3 Displacement [mm] Total displacement: 5.17 mm Deformation scale: 50 x Original model Wall thickness of the shell: 20 mm X Y Z min -2.091 -4.689 -0.745 max 0.16 4.59 0.972
Results:  4.  Gravity + Constant Wind Dir3 Displacement [mm] Total displacement: 55.031 mm Deformation scale: 50 x Model without steel structure Wall thickness of the shell: 40 mm X Y Z min -0.938 -0.058 -7.355 max 17.47 54.627 0.11
Results:  4.  Gravity + Constant Wind Dir3 ,[object Object],[object Object]
Results:  5.  Gravity + Constant Wind Dir4 Displacement [mm] Total displacement: 14.581 mm Deformation scale: 20 x Original model Wall thickness of the shell: 20 mm Model without steel structure Wall thickness of the shell: 40 mm Total displacement: 75.63 mm Deformation scale: 20 x X Y Z min -0.599 -0.016 -2.266 max 3.702 13.785 0.0651 X Y Z min -1.12 -0.078 -10.809 max 25.875 75.078 0.18
Results:  5.  Gravity + Constant Wind Dir4 ,[object Object],[object Object]
Conclusion ,[object Object],[object Object],[object Object],[object Object]
Our suggestions ,[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]

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7th circle installation_v02c

  • 1. Static calculation of the 7th Circle Installation
  • 2.
  • 3.
  • 4.
  • 5.
  • 6.
  • 7.
  • 8. Load Cases 2nd load case Perpendiculat to Face 1 3rd load case Perpendiculat to Face 2 and 3 4th load case Perpendicular to Face 1, 2, 3 inner and Face 7 5th load case
  • 9. Results: 1. Gravity Displacement [mm] Total displacement: 41.45 mm Deformation scale: 20x Original model Wall thickness of the shell: 20 mm Model without steel structure Wall thickness of the shell: 40 mm Total displacement: 10.283 mm Deformation scale: 20x X Y Z min -0.348 -0.015 -1.694 max 2.97 9.86 0.026 X Y Z min -1.011 -0.047 -6.328 max 15.039 41.148 0.1
  • 10.
  • 11. Results: 2. Gravity + Constant Wind Dir1 Displacement [mm] Total displacement: 7.303 mm Deformation scale: 20 x Original model Wall thickness of the shell: 20 mm Model without steel structure Wall thickness of the shell: 40 mm Total displacement: 10.023 mm Deformation scale: 20 x X Y Z min -0.144 -2.098 -1.241 max 2.207 6.851 0.1805 X Y Z min -0.5308 -1.76 -1.67 max 3.61 9.19 0.13
  • 12.
  • 13. Results: 3. Gravity + Constant Wind Dir2 Displacement [mm] Total displacement: 24.814 mm Deformation scale: 20 x Original model Wall thickness of the shell: 20 mm Model without steel structure Wall thickness of the shell: 40 mm Total displacement: 62.064 mm Deformation scale: 20 x X Y Z min -0.376 -0.051 -4.083 max 8.01 23.603 0.052 X Y Z min -0.81 -0.072 -9.69 max 23.141 61.589 0.15
  • 14.
  • 15. Results: 4. Gravity + Constant Wind Dir3 Displacement [mm] Total displacement: 5.17 mm Deformation scale: 50 x Original model Wall thickness of the shell: 20 mm X Y Z min -2.091 -4.689 -0.745 max 0.16 4.59 0.972
  • 16. Results: 4. Gravity + Constant Wind Dir3 Displacement [mm] Total displacement: 55.031 mm Deformation scale: 50 x Model without steel structure Wall thickness of the shell: 40 mm X Y Z min -0.938 -0.058 -7.355 max 17.47 54.627 0.11
  • 17.
  • 18. Results: 5. Gravity + Constant Wind Dir4 Displacement [mm] Total displacement: 14.581 mm Deformation scale: 20 x Original model Wall thickness of the shell: 20 mm Model without steel structure Wall thickness of the shell: 40 mm Total displacement: 75.63 mm Deformation scale: 20 x X Y Z min -0.599 -0.016 -2.266 max 3.702 13.785 0.0651 X Y Z min -1.12 -0.078 -10.809 max 25.875 75.078 0.18
  • 19.
  • 20.
  • 21.