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Pipe Bends Minimum Wall Thickness Calculator per. ASME B31.3
Fluids Flow Design and Engineering
Hydraulic & Pneumatic Design Engineering
Pipe Bends Minimum Wall Thickness Design Calculator per. ASME B31.3
Thickness variations from the intrados to the extrados and along the length of the bend shall be gradual for curved and mitered segments of pipe.
Preview Pipe Bends Minimum Wall Thickness Design Calculator
Figure 1, Nomenclature Pipe Bend
The minimum required wall thickness, tm of a bend, after bending, in its finished form, shall be determined as follows:
Eq. 1
t = P · D / ( 2 [ ( S · E · W / I ) + P · Y ] )
Eq. 2 Intrados (inside bend radius)
IInt = [ 4 · ( R1 / D ) -1 ] / [ 4 ( R1 / D ) - 2 ]
Eq. 3 Extrados (outside bend radius)
IExt = [ 4 · ( R1 / D ) +1 ] / [ 4 ( R1 / D ) + 2 ]
Table 1, Values of Coefficient Y for t < D / 6
Material | Temperature, °C (°F) |
|||||||
482 (900) and below |
510 (950) |
538 (1,000) |
566 (1,050) |
593 (1,100) |
621 (1,150) |
649 (1,200) |
677 (1250) and above |
|
Ferric Steels | 0.4 |
0.5 |
0.7 |
0.7 |
0.7 |
0.7 |
0.7 |
0.7 |
Austenitic steels | 0.4 |
0.4 |
0.4 |
0.4 |
0.5 |
0.7 |
0.7 |
0.7 |
Nickel alloys | 0.4 |
0.4 |
0.4 |
0.4 |
0.4 |
0.7 |
0.5 |
0.7 |
Gray iron | 0.0 |
- |
- |
- |
- |
- |
- |
- |
Other ductile metals | 0.4 |
0.4 |
0.4 |
0.4 |
0.4 |
0.4 |
0.4 |
0.4 |
Where:
P = internal design gage pressure
D = Outside diameter of pipe
R1 = pipe center line radius
S = Stress value for material
E = quality factor, typically 0.8, ranging from 0.6 - 1.0
W = Weld joint strength reduction factor, typically 1.0
I = Intrados Eq. 2 or Extrados Eq. 3
Y = coefficient from table 1
Thickness variations from the intrados to the extrados and along the length of the bend are gradual.The thickness requirements apply at the mid-span of the bend, γ / 2, at the intrados, extrados, and the bend center line radius.
Source:
- ANSI ASME B31.3 Process Piping, Page 50
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