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Tubing stretch: pull, own weight and temperature

Stretch of a freely hanging string from an axial pull, from its own weight in fluid and from a temperature change, and the thermal force in a string fixed at both ends (e.g. on a packer).

Formula
A = π/4 · (D² − (D − 2t)²)ΔL_F = F · L / (E · A)ΔL_w = g · L² · (ρ_s − ρ) / (2 · E)ΔL_T = α · L · ΔT; F_T = E · A · α · ΔTΔL = ΔL_F + ΔL_w + ΔL_T

The string is uniform, hangs freely and is open at the bottom; couplings and upsets are ignored (they add a few percent to the weight stretch). Fluid pressure on the wall (Poisson effect), buckling and friction are not included — for a string on a packer use a Lubinski tubing movement analysis. E = 206 800 MPa, α = 1.2·10⁻⁵ 1/°C, steel 7850 kg/m³; heating makes F_T compress a fixed string, cooling puts it in tension.

Source: Hooke's law and linear thermal expansion; Lubinski A., Althouse W. S., Logan J. L., Helical Buckling of Tubing Sealed in Packers (JPT, 1962)

Inputs

You can change a field's unit: the value is converted to the formula's units automatically.

L
D
t
ρ
F

Above the string's own weight; 0 for weight and temperature only.

ΔT

Negative for cooling (cold fluid injected).

Unit converter for this formulaLength · Density and °API · Force and load · Temperature difference
Metric
  • m1
  • cm100
  • mm1,000
  • km0.001
US field units
  • ft3.28084
  • in39.3701
  • 1/32 in1,259.84
  • 1/64 in2,519.69
  • mile0.000621371
All units
Result
ΔLTotal stretch
Fill in all fields
  • ΔL_FFrom the pull
  • ΔL_wFrom own weight in fluid
  • ΔL_TFrom the temperature change
  • F_TThermal force with both ends fixed

More in Tubing and stuck pipe

Results are engineering estimates from standard formulas; for design decisions check them against the codes, project documents and specialists' calculations. The formulas carried over from the original set are unchanged, and their errors are described in the notes.