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Resonant bench for fatigue testing of steel drill pipe connections

Autori:Prof. L. BertiniIng. C. Santus

Università di Pisa

Ing. J. Boulet

VAM Drilling

Ing. P. Leclerc

TOTAL

Ing. C. Desmazures

GDF SUEZ

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Drill string / Drill pipes

Drill string

Oilfield

5000 mmud

Drill Pipe1000 m

Threadedconnection

DrillPipe~ 10 m

~ 100-200 mm

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Deviated/horizontal oil well drilling

[*] O. Vaisberg, O. Vincké, G. Perrin, J.P. Sarda, J.B. Faÿ. Fatigue of Drillstring: State of Art. Oil and Gas Science and Technology – Revue de l’Institut Français du Petrole, 57(1):7–37, 2002

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Drill pipe, steelISO 10407. Petroleum and natural gas industries Drilling and production equipment – Drill stem design and operating limits. Standard, ISO, 1993

Smaller bendingmodulus section(no stress conc.)

Critical section

Last (First) EngagedThread sec., stress concentration

Heataffectedsection

Friction welding section

Conical threaded connection

Upsetregion

Pipe body

Tool Joint

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Drill pipe, ADP-STJ

[*] C. Santus. Fretting fatigue of aluminum alloy in contact with steel in oil drill pipe connections, modelling to interpret test results. International Journal of Fatigue, 30(4):677–688, 2008.

[*] L. Bertini, M. Beghini, C. Santus, A. Baryshnikov. Resonant test rigs for fatigue full scale testing of oil drill string connections. International Journal of Fatigue, 30(6):978–988, 2008.

Critical section, fretting fatigue init.

ISO 15546. Petroleum and natural gas industries Alluminum alloy drill pipe. 2nd edition, 2007

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Drill pipe, full scale fatigue testing

- 4 point bending scheme,- Rotating pipe,- Test frequency range: 5-15 Hz.

[*] G.F. Miscow, P.E.V. DeMiranda, T.A. Netto, J.C.R. Plácido. Techniquesto characterize fatigue behaviour of full size drill pipes and small scale samples. International Journal of Fatigue, 26(6):575–584, 2004

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Drill pipe, full scale fatigue testing

[*] M. Veidt, A. Berezovski. Design and application of a drill pipe fatigue test facility. Proceedings of the Structural Integrity and Fracture International Conference. Brisbane, Australia, 2004.

- 4 point bending scheme,- Rotating pipe,- Test frequency: 17 Hz.

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Steel drill pipe rotating fatigue resonant bench

Specimen pipe

Fixed mass

Basement

Rubber wheels

Fixed &rotatingmasses

Inverter

- Light frame,- Test frequency: 30 Hz.

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stn1 30f Hz=

Fixed mass

Frequency and vibrational mode control

Fixed mass

Rotating

deformed shape

Undeformed shape

Modal node

Rotating mass

Modal node

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Test load control

Preliminar bending verification (static)

Hydraulicactuator

Load cell

Strain gage

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Test load control – Strain Gage

a 190 MPaσ =

250

a

Measured:178MPaσ =

S.G.Pin

350 350

Box Pin

S.G.Box

a 141MPaσ = a 141MPaσ =

Strain GageBOX

TJ Box TJ PinExpected fracturesection

Strain GagePIN

FE bendingdistribution

a

Expected:178MPaσ = a

Measured:185MPa

( % 3.8%)σ =Δ = +

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Deformed trajectorydiameter up to 30mm

Test load control – Laser

Laser displacement measure & control

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Fatigue fracture

BOXside PINside

295

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Test results

Test n.

1 129±7 123±6 4.66±0.22 14.2±0.66 run out

2 202±10 78±4 7.35±0.36 22.4±1.09 1.742×106

3 217±11 73±4 7.85±0.41 23.9±1.24 2.621×106

4 156±8 101±5 5.67±0.27 17.3±0.82 run out

5 190±10 83±4 6.90±0.32 21.0±0.97 run out

6 244±12 65±3 8.81±0.39 26.9±1.19 477×103

fN

1/a f f

f

fit curve:(2 )

694 MPa12.9

kN

k

σ σ

σ

−′=

′ ==

DL, (10m)°a ,MPaσ

a ,MPaσ DL, (10m)° DL, (100ft)° fNC , mR

5-7/8x0.45”S135 grade

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Dog-Leg severity angle

a

c O

C

a

O

O

a

1 2

180DL

180 2DL

DL[ ], 10 m, [m],, [MPa]

R D EHR

HD E

H DE

σ

π

σπ

σ

=

=

=

° =

Deviated well(curvature exaggerated)

ODID

CRσ+

σ−

10m( 100ft)H ==

DLa

c

1 DL( 10 m)HR

σ ↔ ↔ =

Rotating bending

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Dog-Leg severity, axial load effect

a

O

4 4O I

180 2 tanh( )DL ,

,

( )64

KLHD E KL

TKLEI

I D D

σπ

π

=

=

= −

2L

Bending concentration

Bending concentration

T

T

m

2 2O I

ma,max n

,

( )4

1 (Goodman)

TA

A D D

SS

σ

π

σσ

=

= −

⎛ ⎞= −⎜ ⎟⎝ ⎠

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Dog-Leg severity vs. axial load graphDL,°(10 m)

,kNT

Rotating bending,no tensile load

Static failure,no fatigue

Fatiguedamage

No fatiguedamage

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Connection strength comparisonsDL,°(10 m)

,kNT

[*] L. Bertini, M. Beghini, C. Santus, A. Baryshnikov. Resonant test rigs for fatigue full scale testing of oil drill string connections. International Journal of Fatigue, 30(6):978–988, 2008.

310×

DL,°(10 m)

h , mL

hTLg Aρ

=

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• Resonant test rig for Steel Drill Pipe full scale fatigue:- light frame of the testing machine- high frequency testing.

• Steel drill pipe fatigue fracture away from the connection region.

• Fatigue limit 5-7/8x0.45” S135 grade: σa = 190 MPa, DLS = 6.9° (H = 10 m).

• Comparison graphs:- dog-leg severity / axial load,- dog-leg severity / hung length.

Conclusions

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