sdz
Structural
- Dec 19, 2001
- 556
I am still trying to come to terms with whether it is worthwhile trying to do a dynamic analysis of pump footings, especially large slurry pumps.
The critical part is how well we can estimate the dynamic loads in service. Loads calculated from the initial impeller eccentricity are likely to be an order of magnitude less than loads due to hydraulic forces, wear during service, and mechanical failure. Even for a condition that could exist for only a few minutes could result in several thousand load cycles.
There are various graphs showing vibration limits versus frequency but these give vastly different limits and may not be applicable to calculating actual design forces. Limits for a turbine could be different to a slurry pump.
As I see it the problem is in two parts
a) For a pump mounted on a rigid base what are the design loads generated in service during the life of the pump.
b) For a footing designed for those loads what are the design limits; bearing pressures, deflections, etc.
Can anyone help?
The critical part is how well we can estimate the dynamic loads in service. Loads calculated from the initial impeller eccentricity are likely to be an order of magnitude less than loads due to hydraulic forces, wear during service, and mechanical failure. Even for a condition that could exist for only a few minutes could result in several thousand load cycles.
There are various graphs showing vibration limits versus frequency but these give vastly different limits and may not be applicable to calculating actual design forces. Limits for a turbine could be different to a slurry pump.
As I see it the problem is in two parts
a) For a pump mounted on a rigid base what are the design loads generated in service during the life of the pump.
b) For a footing designed for those loads what are the design limits; bearing pressures, deflections, etc.
Can anyone help?