bck2ftr
Mechanical
- Feb 7, 2014
- 13
In general for process piping ASME B31.3 is used for calculation of Hydrotest pressure.
Today I came across ASTM A530, which also specifies as
"each length of
pipe shall be tested by the manufacturer to a hydrostatic
pressure which will produce in the pipe wall a stress not less
that 60 % of the minimum specified yield strength for carbon
and ferritic alloy steel pipe, or 50 % of the specified minimum
yield strength for austenitic alloy steel pipe."
Can anyone clarify when to go for ASTM A530 method for a hydrotest?
Today I came across ASTM A530, which also specifies as
"each length of
pipe shall be tested by the manufacturer to a hydrostatic
pressure which will produce in the pipe wall a stress not less
that 60 % of the minimum specified yield strength for carbon
and ferritic alloy steel pipe, or 50 % of the specified minimum
yield strength for austenitic alloy steel pipe."
Can anyone clarify when to go for ASTM A530 method for a hydrotest?