Frangible Tank Roof Design
F 4 1 establishes the maximum design pressure p for a tank that has been constructed or that has had its design details established.
Frangible tank roof design. The reasoning behind present api design formulas is reviewed. See figures 7 and 8. In the event of over pressurization the frangible roof to shell joint is designed to fail before the tank shell or the shell to bottom joint. 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.
This paper presents the results of an investigation into the frangible joint behavior of tanks designed to api 650 rules. 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. This video documents the research and testing on frangible joint storage tanks performed at kansas state university and thunderhead engineering.
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. Failure of the roof to shell junction can be expected to occur when the stress in the compression ring area reaches the yield point says f 6 calculated failure pressure. The concept of frangible roof only applies to flat bottom cone roof tanks with limited roof apex angle. That is of course if the tanks are built according to the rules for frangible roofs.
This failure is intended to vent the tank and contain any remaining fluid.