Bottom projection of a API650 tank
Bottom projection of a API650 tank
(OP)
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?
RE: Bottom projection of a API650 tank
If you could exactly duplicate the corroded geometry in FEM, you'd theoretically get very good stress values. But in reality, I think you'd be assuming minimum values of shell and bottom thickness amd bottom extension and checking stress on that basis.
RE: Bottom projection of a API650 tank
RE: Bottom projection of a API650 tank
I convinced them to carry out the repair.
A ring of annular plates will be installed.