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STANDARD HANDBOOK OF PETROLEUM & NATURAL GAS ...

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Drill String: Composition and Design 763<br />

Unit weight of Hevi-Wate(') drill pipe = (41)(0.847) = 34.72 Ib/ft. Part of weight<br />

on bit that may be created using drill collars = (93.18)(330)(cos 40) = 23,555 lb.<br />

Required length of Hevi-Wate'') drill pipe is<br />

(40000- 23555)(1.5) = ,llft<br />

(34.72)(cos40)<br />

Assuming an average length of one joint of Hevi-Wate(c) drill pipe to be 30 ft,<br />

24 joints are required.<br />

Fatigue Damage of Drill Pipe<br />

It should be understood that the majority of drill pipe and tool joint failures<br />

occur as a result of a fatigue damage. The problem of fatigue failure is not<br />

adequately researched; however, it is basically agreed that tension and bending<br />

(reversing tension and compression of the same drill pipe fiber), magnified by<br />

vibrations, contribute the most to such type of failure. Cycling stress results in<br />

a crack that spreads across the cross-section and causes ultimate failure. A<br />

fracture begins at a point on or near the surface that is weaker than any other<br />

due to a number of reasons (e.g., surface imperfections or stress raisers). Fatigue<br />

cracks can also initiate at points below the surface of the drill string if the<br />

proper conditions exist. It should also be remembered that drill pipe fatigue is<br />

cumulative in nature, so the changes that affect failure are usually long delayed<br />

and require a certain amount of time to be detected.<br />

The drill collars and particularly their connections are also exposed to cyclic<br />

stresses. Subsequently, these are susceptible to fatigue damage, but the changes<br />

that may influence failure are more quickly discovered.<br />

Based on work done by A. Lubinski, J. E. Hansford and R. W. Nicholson (API<br />

RP 7G, Section 6), gives the formula for the maximum permissible hole curvature<br />

in order to avoid fatigue damage to drill pipe.<br />

432,000 G, tanh( KL)<br />

c=-- = ED,, KL<br />

K = (6)"<br />

(4-66)<br />

(4-6'7)<br />

For Grade E drill pipe<br />

(T, = 19,500 - (0.149)~~ = 1.34 (4<br />

For Grade S-135 drill pipe<br />

33,500)2<br />

(4-68)<br />

Ob = 20,000 1 -<br />

(-<br />

14;kOO)<br />

T<br />

0, = -<br />

A<br />

(4-69)<br />

(4-70)

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