An example of a pump casing analysis involved a horizontal pump in a critical slurry service. In this example, the analysis focused on evaluating the stress and deflection of a casing when operating under full pressure with various specified nozzle loads. The model included the suction/ discharge volutes, nuts and bolts, and back plate (Figure 1). To determine the structural integrity of the casing design under internal pressure and nozzle loads, a detailed finite element analysis was conducted with the model including the slurry pump casing, the respective hub disc cover (back plate), nuts and bolts, and suction/ discharge volute provided by the customer. The solid model assembly of all the parts was analyzed using Solidworks and ANSYS.
Nonlinear contact analyses were performed with the hub disc cover and the suction/ discharge scrolls bolted to the casing. The peak von-Mises stress of the assembly, and the peak stress locations, were determined and compared to stress criteria per ASME B&PV Code Section VIII, Division 2. Using stress linearization techniques across the pump casing at this peak stress location, the membrane and membrane-plus-bending stresses were below their respective allowable limits. The local peak stresses were determined to be acceptable.
Settlement of a pipe support foundation is usually not a big deal to assess. A local piping flexibility model will reveal if the settled support keeps the pipe bending stresses within the allowable codes and, if the bending stresses are unacceptable, modifying the support and monitor periodically for further settlement is normally a quite manageable task. However, if settlement is occurring site-wide at a large site due to errors in the pre-construction soil surveys, the problem quickly becomes unmanageable.
Differential settlement can have an impact on a piping circuit in a number of modes:
1-Excessive bending stress may cause cracking of pipe and fittings.
2-Flanges may leak.
3-Elbows or TEEs may collapse.
4-Rotating Equipment Nozzles – rotating machinery is sensitive to even small amounts of deformation and are excluded from this scope.
5-Vessel nozzles – experience shows that a significant amount of deformation of a vessel nozzle due to bending can be tolerated without causing cracking or collapse of the vessel wall.
2-Flanges may leak.
3-Elbows or TEEs may collapse.
4-Rotating Equipment Nozzles – rotating machinery is sensitive to even small amounts of deformation and are excluded from this scope.
5-Vessel nozzles – experience shows that a significant amount of deformation of a vessel nozzle due to bending can be tolerated without causing cracking or collapse of the vessel wall.
* Settlement in tanks will be in two stages:
1- Settlement during Hydro Test
2- Long term Settlement
1- Settlement during Hydro Test
2- Long term Settlement
* Settlement during Hydro Test:
This is a one time settlement and usually caused due to the Hydro load during Hydro-testing before the Pre-commissioning stage.
The Tank is Hydro tested separately before connecting the Lines. Hence this settlement is not considered in our Analysis.
This is a one time settlement and usually caused due to the Hydro load during Hydro-testing before the Pre-commissioning stage.
The Tank is Hydro tested separately before connecting the Lines. Hence this settlement is not considered in our Analysis.
* Long Term settlement:
This settlement which takes place during the entire life cycle of the tank. Most settlement occurs during hydro testing of the tank. Gradual settlement continue for years since it's a slow process and it may take more years to reach full settlement. The tank settlement amount depends on soil characteristics-primarily, consolidation and compressibility.
For piping stress analysis only long term settlement is considered.
This settlement which takes place during the entire life cycle of the tank. Most settlement occurs during hydro testing of the tank. Gradual settlement continue for years since it's a slow process and it may take more years to reach full settlement. The tank settlement amount depends on soil characteristics-primarily, consolidation and compressibility.
For piping stress analysis only long term settlement is considered.