A macro to generate the parametric model was written, so that a model consisting of a set of concentric tubes overlapping at the ends would be created in the ANSYS Software for analysis. Examples of the variables required for input by the SMC Engineers for each tube were as follows:
- Length
- Thickness
- Diameter
- Overlap distance
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Each mast tube also had the option of being guyed. The tube guy sets could be either 3 or 4 guy ropes arrangements. The guy ropes could be solid (where tension and compression could be supported) or cable like (supporting tension only).
The geometry was meshed with 1D pipe elements, element type PIPE16 and the guys were meshed with either LINK8 (tension and compression) or LINK10 (tension only) elements.
The overlapping of the tubes was modelled with coupling restraints between the tubes.
A three-dimensional nonlinear (large deflection) structural analysis was carried out.
The mast will be fixed at its base and the free ends of the guys will also be fixed. The guys, if defined, were specified an initial pretension load. External loads can be defined as follows:
- Horizontal and Vertical point loads at the top of the mast with an offset
- Axial torque applied at the top of the mast
- Internal pressure in mast
- Wind pressure applied up the mast (defined by SMC based on an equation
dependent on height).
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Material input was required for each tube; this consisted of Young's Modulus, Poisson's Ratio and failure criteria for safety factor calculations.