General Flange Design.

[SD12]

Hello.

Consider a flanged connection subjected to the internal pressure only. Metal-to-metal contact with the O-ring. No other loads and temperature variations are present. Both flanges are welded to the pipes of the infinite length, i.e. there is no blind flange or dead end in the visinity of the flanged connection.
My question is: Why should we take into account the Hydrostatic End force "Hd" when designing the flanges if there is no dead end in the visinity of the flange?

Thank you in advance.

 

[SnTMan]

So, your system is open to the atmosphere? Then by all means disregard hydrostatic end force, there isn't any.

But every pressure system of any use is not open to atmosphere.

Regards

Mike

 

[SD12]

So, your system is open to the atmosphere? Then by all means disregard hydrostatic end force, there isn't any.

But every pressure system of any use is not open to atmosphere.

Regards

Mike

Hello Mike.

I understand your thought. But, what if we have 3 pipes, two of the them have blind flanges/dead ends at their respective ends. The pipe in the middle doesn't have any. Only flanged connections to pipe 1 and pipe 3. Those flanges (of the middle pipe 2) doesn't support any dead end loads. Do you agree?

Best regards,
Sergey

 

[SnTMan]

No. Pressure acts in all directions. Is the end force not acting to separate the flange pair?