- #1
Zohra
- 7
- 1
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In ansys , i want to do static analysis of a section of steel pipe supported on piers . the only loads are internal pressure of water and the weight of water and steel .
1. For the weight of the structural element, on Ansys I find that there is among the loads proposed in the list of loads: "Standard Earth gravity", does that mean that the weight is not not taken automatically in the calculation by Ansys?
For the weight of the water, I think it is taken automatically when applying "Hydrostatic Pressure" since it is asked in the details to enter the value of acceleration g. Can you confirm it to me ?
2. Is it advantageous to draw the structure on Ansys instead of importing from solidworks? (in terms of mesh and calculation)
3. It is assumed that the length of span = L (span is the section between two supports). what length should I take beyond the section where the supports are?
4. As far as I understood the stiffeners and the pipe do not have to be fused so What contact should I put between the stiffener and pipe? Bonded or Frictionless or other?
thank you so much
1. For the weight of the structural element, on Ansys I find that there is among the loads proposed in the list of loads: "Standard Earth gravity", does that mean that the weight is not not taken automatically in the calculation by Ansys?
For the weight of the water, I think it is taken automatically when applying "Hydrostatic Pressure" since it is asked in the details to enter the value of acceleration g. Can you confirm it to me ?
2. Is it advantageous to draw the structure on Ansys instead of importing from solidworks? (in terms of mesh and calculation)
3. It is assumed that the length of span = L (span is the section between two supports). what length should I take beyond the section where the supports are?
4. As far as I understood the stiffeners and the pipe do not have to be fused so What contact should I put between the stiffener and pipe? Bonded or Frictionless or other?
thank you so much