In such tanks the roof to shell joint is intended to fail in the event of overpressurization venting the tank and containing any remaining fluid.
Frangible tank roof design.
This failure is intended to vent the tank and contain any remaining fluid.
F 4 1 establishes the maximum design pressure p for a tank that has been constructed or that has had its design details established.
See figures 7 and 8.
The api 650.
The concept of frangible roof only applies to flat bottom cone roof tanks with limited roof apex angle.
The reasoning behind present api design formulas is reviewed.
In fact the frangible roof design fulfills the venting requirements due to deflagrations inside tanks for most tank sizes greater than about 35 feet in diameter.
A frangible roof joint forming a flexible gastight connection between a tank shell and a roof comprising an annular link mechanism sealingly secured at or adjacent a first edge thereof to a rim of the tank and sealingly secured at or adjacent a second edge thereof to the periphery of the roof.
Api 650 gives rules for the design of frangible roof joints in fluid storage tanks.
A frangible roof is a roof to shell joint or junction that is weaker than the rest of the tank and will preferentially fail if the tank is over pressurised.
That is of course if the tanks are built according to the rules for frangible roofs.
This paper presents the results of an investigation into the frangible joint behavior of tanks designed to api 650 rules.
A frangible roof joint forming a flexible gastight connection between a tank shell and a roof comprising an annular link mechanism sealingly secured at or adjacent a first edge thereof to a rim of.