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STANDARD HANDBOOK OF PETROLEUM & NATURAL GAS ...

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736 Drilling and Well Completions<br />

Drill pipe is classified according to:<br />

type of ends upset<br />

sizes (outside diameter)<br />

wall thickness (nominal weight)<br />

steel grade<br />

length range.<br />

Standardized pipe upsets are:<br />

Classification of Drill Pipe<br />

internal upset (IU)<br />

external upset (EU)<br />

internal and external upset (IEU).<br />

Geometrical data of upset drill pipe for weld-on tool joints are specified in<br />

Table 4-77 (steel grades D and E) and Table 4-78 (steel grades X, G and S).<br />

API standardized new drill pipe sizes and unit weights are given in Table 4-79.<br />

Drill pipe is manufactured in the following random length ranges:<br />

Range 1-18 to 22 ft<br />

Range 2-27 to 30 ft<br />

Range 3-38 to 45 ft<br />

The drill pipe most commonly used is Range 2 pipe.<br />

To meet specific downhole requirements, seamless drill pipe is available in<br />

five steel grades, namely D, E, X, G and S*. (Grades X, G and S are considered<br />

to be high-strength pipe grades.) The mechanical properties of these steel grades<br />

are as follows:<br />

API Steel Grade<br />

Property D E X(95) 105(G) 135(S)<br />

Minimum yield strength, psi 55,000 75,000 95,000 105,000 135,000<br />

Maximum yield strength, psi 85,000 105,000 125,000 135,000 165,000<br />

Minimum tensile strenqth, psi 95,000 100,000 105,000 115,000 145,000<br />

For practical engineering calculations, the minimum yield strength is usually<br />

used; however, for some calculations, the average yield strength is used.<br />

Minimum Performance Properties of Drill Pipe<br />

The torsion, tension, collapse and internal pressure resistance for new,<br />

premium class 2 and class 3 drill pipe are specified in Tables 4-80, 4-81, 4-82<br />

and 4-83, respectively.<br />

Calculations for the minimum performance properties of drill pipe are based<br />

on formulas given in Appendix A of API RP 7G. It must be remembered that<br />

numbers in Tables 4-80-4-83 have been obtained for the uniaxial state of stress,<br />

e.g., torsion only or tension only, etc. The tensile stress resistance is decreased<br />

when the drill string is subjected to both axial tension and torque; a collapse<br />

*The above data are obtained from the IADC Drilling Manual, Section B, p. 1, revised January 1975.

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