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Virtual Anchor Calculations
Prepared By Shahid
Pipeline Virtual Anchor Length Calculations Variables: Pipe Properties Do = Outside Diameter of Pipe Di = Inside Diameter of Pipe D = Mean Diameter of Pipe TNom = Nominal Wall Thickness of Pipe TAc = Actual Thickness of Pipe v α ρP CA E ρF L
= = = = = = =
A
=
Or A
=
WP
=
=
Do - TNom
=
TNom − C A
=
(D =π
=
π ⋅ D ⋅ TNom
Poisson’s Ratio Coefficient of Thermal Expansion Pipe Density Corrosion Allowance Modulus of Elasticity of Pipe Pipe Fluid Density Length of Pipe Cross Section Area of pipe
2 O
− DI2 4
)
Full Weight Pipe and its fluid.
Design & Other Conditions P = Design Pressure = Design Temperature TD TI = Installation Temperature ∆T = TD - TI Soil µ ρS H
= = =
Others Sh = Sa = e = FEx = FEx(T) = FEx(P) = FP = FF =
Coefficient of Friction between Pipe & Soil Soil Density Depth of Burial
Hoop Stress Axial Stress Strain Total Force Due to Expansion Expansion Force Due to Temperature Change Expansion Force Due to Pressure Force due to Pressure Frictional Force
Solution: Theoretically, there will be pipe movement from entry point due to thermal expansion. Also an expansion will be there due to the pressure. Opposing these two is the frictional force between pipe and soil. Let us find these factors first: Expansion Force due to Temperature Change: Expansion Force due to Change in Temperature will be: FEx(T) = E ⋅ A ⋅ α ⋅ ∆T ………………………………..(1) Expansion Force due to Pressure: Pressure force will be found out as below: Hoop Stress in the pipe (Sh)