tankinspector88
Mechanical
I have a tank with the bottom projection corroded in the whole perimeter.
As you guys can see in the pictures, a lot of areas below the retirement limits.
API653 says:
4.4.5.7 Unless a stress analysis is performed that considers future corrosion until the time it can be inspected,
repaired, or replaced, the following criteria applies:
— the thickness of the projection of the bottom plate beyond the shell as measured at the toe of the outside bottomto-shell fillet weld shall not be less than 2.5 mm (0.10 in.), and
— the projection of the bottom plate beyond the outside toe of the shell-to-bottom weld shall be at least 10 mm (3/8 in.).
This stress analysis is just a finite element method (FEM) or is something more specific?
Anyone who already hired this analysis can share some results?
As you guys can see in the pictures, a lot of areas below the retirement limits.
API653 says:
4.4.5.7 Unless a stress analysis is performed that considers future corrosion until the time it can be inspected,
repaired, or replaced, the following criteria applies:
— the thickness of the projection of the bottom plate beyond the shell as measured at the toe of the outside bottomto-shell fillet weld shall not be less than 2.5 mm (0.10 in.), and
— the projection of the bottom plate beyond the outside toe of the shell-to-bottom weld shall be at least 10 mm (3/8 in.).
This stress analysis is just a finite element method (FEM) or is something more specific?
Anyone who already hired this analysis can share some results?