|
|
|
|
|
|
|
|
|
|
Discussion
and References
|
|
|
Information about Wall
thickness calculation of straight pipes under internal pressure:
|
|
|
ASME B31.3 Process
Piping, para. 304.1
|
|
|
|
|
|
|
|
|
|
|
Tables and Standards
|
|
-
|
Table A-1 Basic Allowable Stresses in
Tension for Metals
|
|
-
|
Table A-1B Basic Quality Factors for
Longitudinal Weld Joints in Pipes and Tubes
|
|
-
|
Table 304.1.1 Values of Coefficient Y for t
< D/6
|
|
-
|
Table 302.3.5 Weld Joint Strength Reduction
Factor, W
|
|
-
|
ASME B36.10M-Welded and Seamless Wrought
Steel Pipe
|
|
-
|
ASME B36.19M-Stainless Steel Pipe
|
|
-
|
Mill Tolerance = 12.5%
|
|
|
|
|
|
|
|
|
|
|
Equations
for Wall thickness calculation of straight pipes under internal pressure
(304.1):
|
|
|
|
|
|
For t < D/6, the thickness should be calculated by the
equation:
|
|
|
|
|
|
|
|
|
|
|
t =
|
PD
|
|
(eq. 3a as per par. 304.1.2)
|
|
|
|
2(SEW+PY)
|
|
|
|
|
|
|
|
|
|
|
|
|
tm = t + c
|
(eq. 2 as per par. 304.1.1))
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Select T̅ from
ASME B36.10M or B36.19M
|
|
|
Mill
Tolerance = 12.5%. (See ASTM Standards & appendix S of ASME B31.3)
|
|
|
|
|
|
|
|
|
|
|
T
= T̅(1.00 – 0.125) = T̅(0.875)
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
If T ≥ tm the selection of nominal pipe
wall thickness T̅ is
accepted.
|
|
|
|
|
|
The
parameters in the wall thickness calculation of straight pipes under internal
pressure
|
|
|
equations
above are:
|
|
|
|
|
|
|
T̅ = Nominal pipe wall
thickness, in. from ASME B36.10M or B36.19M
|
|
|
T = Minimum thickness considering a mill tolerance of 12.5%,
in. (mm)
|
|
|
tm = Minimum thickness required,
in. (mm)
|
|
|
t = Thickness for design pressure,
in. (mm)
|
|
|
c = Sum of allowance for corrosion, erosion, slots and threads,
in. (mm)
|
|
|
P = Internal design pressure, psig (barg)
|
|
|
D = External diameter, in. (mm)
|
|
|
E = Quality factor (table A-1B) of ASME B31.3
|
|
|
S = Allowable stress at the design temperature, psi (table A-1
or A-1M) of ASME B.31.3.
|
|
|
Y = Coefficient that depends on the material and design
temperature (table 304.1.1) of ASME B31.3.
|
|
|
W = Stress reduction factor of welded joint, paragraph
302.3.5(e) and table 302.3.5 of ASME B31.3
|
|
|
|
|
|
|
|
|