API 5L PSL1 PSL2 SEAMLESS WELDED PIPELINE X60 X70


Category:

Steel Tube

Brief description:

API 5L is the standard specification for the samless and welded steel pipes for use in pipeline transportation systems in the petroleum and natural gas industries. It includes the requirements for the manufacture of two product specification level (PSL1 and PSL2) API 5L is not applicable to cast pipe.

Key words:

Product Description

Product Description


API 5L is the standard specification for the samless and welded steel pipes for use in pipeline transportation systems in the petroleum and natural gas industries. It includes the requirements for the manufacture of two product specification level (PSL1 and PSL2) API 5L is not applicable to cast pipe.

API 5L SEAMLESS & WELDED PIPE

API 5L pipe in grades B, X42, X52, X60, X65 & X70.

Sizes

Seamless from 2″ NPS to 36″ OD

ERW from 2″ NPS to 24″ OD

DSAW from 20″ to 48″ OD

Scope

ANSI / API 5L specifies the manufacture of two product levels (PSL1 and PSL2) of seamless and welded steel pipe for the use of a pipeline in the transportation of petroleum and natural gas. For material use in a sour service application, refer to Annex H; for offshore service application, refer to Annex J of API 5L 45th Edition.

Process

Ingots, blooms, billets, coils or plates used for the manufacture of pipe shall be made via basic oxygen, electric furnace or open hearth in combination with a ladle refining process. For PSL2, the steel shall be killed and melted according to a fine grain practice. Coil or plate used for PSL2 pipe shall not contain any repair welds.

Delivery condition

PSL

Delivery Condition

Pipe grade

PSL1

As-rolled, normalized, normalizing formed

A

 

As-rolled, normalizing rolled, thermomechanical rolled, thermo-mechanical formed, normalizing formed, normalized, normalized and tempered or if agreed Q&T SMLS only

B

 

As-rolled, normalizing rolled, thermomechanical rolled, thermo-mechanical formed, normalizing formed, normalized, normalized and tempered

X42, X46, X52, X56, X60, X65, X70

PSL 2

As-rolled

BR, X42R

 

Normalizing rolled, normalizing formed, normalized or normalized and tempered

BN, X42N, X46N, X52N, X56N, X60N

 

Quenched and tempered

BQ, X42Q, X46Q, X56Q, X60Q, X65Q, X70Q, X80Q, X90Q, X100Q

 

Thermomechanical rolled or thermomechanical formed

BM, X42M, X46M, X56M, X60M, X65M, X70M, X80M

 

Thermomechanical rolled

X90M, X100M, X120M

 

The suffice (R, N, Q or M) for PSL2 grades, belongs to the steel grade

 

Chemical requirements

Chemical Composition for PSL 1 pipe with t ≤ 0.984”

 

Steel Grade

Mass fraction, % based on heat and product analyses a,g

C

Mn

P

S

V

Nb

Ti

max b

max b

max

max

max

max

max

Seamless Pipe

A

0.22

0.9

0.3

0.3

B

0.28

1.2

0.3

0.3

c,d

c,d

d

X42

0.28

1.3

0.3

0.3

d

d

d

X46

0.28

1.4

0.3

0.3

d

d

d

X52

0.28

1.4

0.3

0.3

d

d

d

X56

0.28

1.4

0.3

0.3

d

d

d

X60

0.28 e

1.40 e

0.3

0.3

f

f

f

X65

0.28 e

1.40 e

0.3

0.3

f

f

f

X70

0.28 e

1.40 e

0.3

0.3

f

f

f

Welded Pipe

A

0.22

0.9

0.3

0.3

B

0.26

1.2

0.3

0.3

c,d

c,d

d

X42

0.26

1.3

0.3

0.3

d

d

d

X46

0.26

1.4

0.3

0.3

d

d

d

X52

0.26

1.4

0.3

0.3

d

d

d

X56

0.26

1.4

0.3

0.3

d

d

d

X60

0.26 e

1.40 e

0.3

0.3

f

f

f

X65

0.26 e

1.45 e

0.3

0.3

f

f

f

X70

0.26e

1.65 e

0.3

0.3

f

f

f

 

a. Cu ≤ = 0.50% Ni; ≤ 0.50%; Cr ≤ 0.50%; and Mo ≤ 0.15%,
b. For each reduction of 0.01% below the specified maximum concentration for carbon, an increase of 0.05% above the specified maximum concentration for Mn is permissible, up to a maximum of 1.65% for grades ≥ L245 or B, but ≤ L360 or X52; up to a maximum of 1.75% for grades > L360 or X52, but < L485 or X70; and up to a maximum of 2.00% for grade L485 or X70.,
c. Unless otherwise agreed NB + V ≤ 0.06%,
d. Nb + V + TI ≤ 0.15%,
e. Unless otherwise agreed.,
f. Unless otherwise agreed, NB + V = Ti ≤ 0.15%,
g. No deliberate addition of B is permitted and the residual B ≤ 0.001%

 

Chemical Composition for PSL 2 pipe with t ≤ 0.984”

 

Steel Grade

Mass fraction, % based on heat and product analyses

Carbon Equiv a

C

Si

Mn

P

S

V

Nb

Ti

Other

CE IIW

CE Pcm

max b

max

max b

max

max

max

max

max

max

max

Seamless and Welded Pipe

BR

0.24

0.4

1.2

0.025

0.015

c

c

0.04

e,l

0.43

0.25

X42R

0.24

0.4

1.2

0.025

0.015

0.06

0.05

0.04

e,l

0.43

0.25

BN

0.24

0.4

1.2

0.025

0.015

c

c

0.04

e,l

0.43

0.25

X42N

0.24

0.4

1.2

0.025

0.015

0.06

0.05

0.04

e,l

0.43

0.25

X46N

0.24

0.4

1.4

0.025

0.015

0.07

0.05

0.04

d,e,l

0.43

0.25

X52N

0.24

0.45

1.4

0.025

0.015

0.1

0.05

0.04

d,e,l

0.43

0.25

X56N

0.24

0.45

1.4

0.025

0.015

0.10f

0.05

0.04

d,e,l

0.43

0.25

X60N

0.24f

0.45f

1.40f

0.025

0.015

0.10f

0.05f

0.04f

g,h,l

As agreed

BQ

0.18

0.45

1.4

0.025

0.015

0.05

0.05

0.04

e,l

0.43

0.25

X42Q

0.18

0.45

1.4

0.025

0.015

0.05

0.05

0.04

e,l

0.43

0.25

X46Q

0.18

0.45

1.4

0.025

0.015

0.05

0.05

0.04

e,l

0.43

0.25

X52Q

0.18

0.45

1.5

0.025

0.015

0.05

0.05

0.04

e,l

0.43

0.25

X56Q

0.18

0.45f

1.5

0.025

0.015

0.07

0.05

0.04

e,l

0.43

0.25

X60Q

0.18f

0.45f

1.70f

0.025

0.015

g

g

g

h,l

0.43

0.25

X65Q

0.18f

0.45f

1.70f

0.025

0.015

g

g

g

h,l

0.43

0.25

X70Q

0.18f

0.45f

1.80f

0.025

0.015

g

g

g

h,l

0.43

0.25

X80Q

0.18f

0.45f

1.90f

0.025

0.015

g

g

g

i,j

As agreed

X90Q

0.16f

0.45f

1.9

0.02

0.01

g

g

g

j,k

As agreed

X100Q

0.16f

0.45f

1.9

0.02

0.01

g

g

g

j,k

As agreed

Welded Pipe

BM

0.22

0.45

1.2

0.025

0.015

0.05

0.05

0.04

e,l

0.43

0.25

X42M

0.22

0.45

1.3

0.025

0.015

0.05

0.05

0.04

e,l

0.43

0.25

X46M

0.22

0.45

1.3

0.025

0.015

0.05

0.05

0.04

e,l

0.43

0.25

X52M

0.22

0.45

1.4

0.025

0.015

d

d

d

e,l

0.43

0.25

X56M

0.22

0.45f

1.4

0.025

0.015

d

d

d

e,l

0.43

0.25

X60M

0.12f

0.45f

1.60f

0.025

0.015

g

g

g

h,l

0.43

0.25

X65M

0.12f

0.45f

1.60f

0.025

0.015

g

g

g

h,l

0.43

0.25

X70M

0.12f

0.45f

1.70f

0.025

0.015

g

g

g

h,l

0.43

0.25

X80M

0.12f

0.45f

1.85f

0.025

0.015

g

g

g

i,j

.043f

0.25

X90M

0.1

0.55f

2.10f

0.02

0.01

g

g

g

i,j

0.25

X100M

0.1

0.55f

2.10f

0.02

0.01

g

g

g

i,j

0.25

 

a. SMLS t>0.787”, CE limits shall be as agreed. The CEIIW limits applied fi C > 0.12% and the CEPcm limits apply if C ≤ 0.12%,
b. For each reduction of 0.01% below the specified maximum for C, an increase of 0.05% above the specified maximum for Mn is permissible, up to a maximum of 1.65% for grades ≥ L245 or B, but ≤ L360 or X52; up to a maximum of 1.75% for grades > L360 or X52, but < L485 or X70; up to a maximum of 2.00% for grades ≥ L485 or X70, but ≤ L555 or X80; and up to a maximum of 2.20% for grades > L555 or X80.,
c. Unless otherwise agreed Nb = V ≤ 0.06%,
d. Nb = V = Ti ≤ 0.15%,
e. Unless otherwise agreed, Cu ≤ 0.50%; Ni ≤ 0.30% Cr ≤ 0.30% and Mo ≤ 0.15%,
f. Unless otherwise agreed,
g. Unless otherwise agreed, Nb + V + Ti ≤ 0.15%,
h. Unless otherwise agreed, Cu ≤ 0.50% Ni ≤ 0.50% Cr ≤ 0.50% and MO ≤ 0.50%,
i. Unless otherwise agreed, Cu ≤ 0.50% Ni ≤ 1.00% Cr ≤ 0.50% and MO ≤ 0.50%,
j. B ≤ 0.004%,
k. Unless otherwise agreed, Cu ≤ 0.50% Ni ≤ 1.00% Cr ≤ 0.55% and MO ≤ 0.80%,
l. For all PSL 2 pipe grades except those grades with footnotes j noted, the following applies. Unless otherwise agreed no intentional addition of B is permitted and residual B ≤ 0.001%.

Mechanical properties

 

Pipe Grade

Tensile Properties – Pipe Body of SMLS and Welded Pipes PSL 1

Seam of Welded Pipe

Yield Strength a

Tensile Strength a

Elongation

Tensile Strength b

Rt0,5 PSI Min

Rm PSI Min

(in 2in Af % min)

Rm PSI Min

A

30,500

48,600

c

48,600

B

35,500

60,200

c

60,200

X42

42,100

60,200

c

60,200

X46

46,400

63,100

c

63,100

X52

52,200

66,700

c

66,700

X56

56,600

71,100

c

71,100

X60

60,200

75,400

c

75,400

X65

65,300

77,500

c

77,500

X70

70,300

82,700

c

82,700

a. For intermediate grade, the difference between the specified minimum tensile strength and the specified minimum yield for the pipe body shall be as given for the next higher grade.

b. For the intermediate grades, the specified minimum tensile strength for the weld seam shall be the same as determined for the body using foot note a.

c. The specified minimum elongation, Af, expressed in percent and rounded to the nearest percent, shall be determined using the following equation:

 

Where C is 1 940 for calculation using Si units and 625 000 for calculation using USC units

Axc   is the applicable tensile test piece cross-sectional area, expressed in square millimeters (square inches) , as follows

– For circular cross-section test pieces, 130mm2 (0.20 in2) for 12.7 mm (0.500 in) and 8.9 mm (.350 in) diameter test pieces; and 65 mm2 (0.10 in2) for 6.4 mm (0.250in) diameter test pieces.

– For full-section test pieces, the lesser of a) 485 mm2 (0.75 in2) and b) the cross-sectional area of the test piece, derived using the specified outside diameter and the specified wall thickness of the pipe, rounded to the nearest 10 mm2 (0.10in2)

– For strip test pieces, the lesser of a) 485 mm2 (0.75 in2) and b) the cross-sectional area of the test piece, derived using the specified width of the test piece and the specified wall thickness of the pipe, rounded to the nearest 10 mm2 (0.10in2)

U is the specified minimum tensile strength, expressed in megapascals (pounds per square inch)

 

Pipe Grade

Tensile Properties – Pipe Body of SMLS and Welded Pipes PSL 2

Seam of Welded Pipe

Yield Strength a

Tensile Strength a

Ratio a,c

Elongation

Tensile Strength d

Rt0,5  PSI Min

Rm  PSI Min

R10,5IRm

(in 2in)

Rm (psi)

 

 

 

Af %

 

Minimum

Maximum

Minimum

Maximum

Maximum

Minimum

Minimum

BR, BN,BQ,BM

35,500

65,300

60,200

95,000

0.93

f

60,200

X42,X42R,X2Q,X42M

42,100

71,800

60,200

95,000

0.93

f

60,200

X46N,X46Q,X46M

46,400

76,100

63,100

95,000

0.93

f

63,100

X52N,X52Q,X52M

52,200

76,900

66,700

110,200

0.93

f

66,700

X56N,X56Q,X56M

56,600

79,000

71,100

110,200

0.93

f

71,100

X60N,X60Q,S60M

60,200

81,900

75,400

110,200

0.93

f

75,400

X65Q,X65M

65,300

87,000

77,600

110,200

0.93

f

76,600

X70Q,X65M

70,300

92,100

82,700

110,200

0.93

f

82,700

X80Q,X80M

80,.500

102,300

90,600

119,700

0.93

f

90,600

a. For intermediate grade, refer to the full API5L specification.

b. for grades > X90 refer to the full API5L specification.

c. This limit applies for pies with D> 12.750 in

d. For intermediate grades, the specified minimum tensile strength for the weld seam shall be the same value as was determined for the pipe body using foot a.

e. for pipe requiring longitudinal testing, the maximum yield strength shall be ≤ 71,800 psi

f. The specified minimum elongation, Af, expressed in percent and rounded to the nearest percent, shall be determined using the following equation:

 

Where C is 1 940 for calculation using Si units and 625 000 for calculation using USC units

Axc   is the applicable tensile test piece cross-sectional area, expressed in square millimeters (square inches) , as follows

– For circular cross-section test pieces, 130mm2 (0.20 in2) for 12.7 mm (0.500 in) and 8.9 mm (.350 in) diameter test pieces; and 65 mm2 (0.10 in2) for 6.4 mm (0.250in) diameter test pieces.

–  For full-section test pieces, the lesser of a) 485 mm2 (0.75 in2) and b) the cross-sectional area of the test piece, derived using the specified outside diameter and the specified wall thickness of the pipe, rounded to the nearest 10 mm2 (0.10in2)

–  For strip test pieces, the lesser of a) 485 mm2 (0.75 in2) and b) the cross-sectional area of the test piece, derived using the specified width of the test piece and the specified wall thickness of the pipe, rounded to the nearest 10 mm2 (0.10in2)

   U is the specified minimum tensile strength, expressed in megapascals (pounds per square inch

g. Lower values fo R10,5IRm may be specified by agreement

h. for grades > x90 refer to the full API5L specification.

Hydrostatic test

Pipe to withstand a hydrostatic test without leakage through the weld seam or the pipe body. Jointers need not be hydrostatic tested provide the pipe sections used were successfully tested.

Bend test

No cracks shall occur in any portion of the test piece and no opening of the weld shall occur.

Flattening test

Acceptance criteria for flattening test shall be:

EW pipes D<12.750 in:

X60 with T 500in. There shall be no opening of the weld before the distance between the plates is less than 66% of the original outside diameter. For all grades and wall, 50%.

For pipe with a D/t > 10, there shall be no opening of the weld before the distance between the plates is less than 30% of the original outside diameter.

For other sizes refer to the full API 5L specification.

CVN impact test for PSL2

Many PSL2 pipe sizes and grades require CVN. Seamless pipe is to be tested in the body. Welded pipe is to be tested in the body, pipe weld and heat-affected zone. Refer to the full API 5L specification for the chart of sizes and grades and required absorbed energy values.


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