ASTM A333 grade 6 pipes for low temperature services,ASTM A333 grade 6 pipes for low temperature services

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ASTM A333 grade 6 pipes for low temperature services

Date:2025-05-23View:33Tags:astm a333 grade 6 pipes,astm a333 seamless steel pipes,astm a333 welded steel pipes
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ASTM A333 is the standard specification that covers seamless and welded steel pipes designed for low-temperature service and other applications requiring notch toughness. Among the various grades, ASTM A333 Grade 6 is the most widely used for service temperatures down to -45°C.

 

Grade 6 features excellent mechanical properties, with a minimum yield strength of 240 MPa and a minimum tensile strength of 415 MPa, making it well-suited for pressure systems and structural applications operating in cold environments.


Union Steel Industry Co., Ltd is professional steel pipes manufacturer, for more details, please contact:sales@union-steels.com

 

Chemical Requirements of A333 Grade 6 Pipes

 

 

Composition, %

 

Element

Grade 1

Grade 3

Grade 6

Carbon, max

0.30

0.19

0.30

Manganese

0.40–1.06

0.31–0.64

0.29–1.06

Phosphorous, max

0.025

0.025

0.025

Sulfur, max

0.025

0.025

0.025

Silicon

0.18 -0.37

0.10 min

Nickel

3.18–3.82

 

For each 0.01% decrease in carbon content below 0.30%, an increase of 0.05% in manganese content above 1.06% is allowed, up to a maximum manganese content of 1.35%.

When Grade 6 is specified under ASTM A333, the use of any alloying elements not listed for that grade is not permitted. However, the addition of elements necessary for steel deoxidation is allowed.

 

Tensile Requirements of A333 Grade 6 Pipe

The material shall conform to the requirements as proscribed:

 

 

Grade 1

Grade 3

Grade 6

 

 

psi

MPa

psi

MPa

psi

MPa

Tensile Strength, min

55,000

380

65,000

450

60,000

415

 

Yield Strength, min

30,000

205

35,000

240

35,000

240

 

 

 

Longitudinal

Transverse

Longitudinal

Transverse

Longitudinal

Transverse

Elongation in 2 in. or 50 mm, (or 4D), min, %:

 

 

 

Basic minimum elongation for walls 5/16 in. [8 mm] and over in thickness, strip tests, and for all small sizes tested in full section

35

35

30

20

30

16.5

 

When the standard round 2-in. or 50-mm gage length or proportionally smaller size test specimen with the gage length equal to 4D (4 times the diameter) is used

28

20

22

14

22

12

 

For strip tests, a deduction for each 1/32in. [0.8 mm] decrease in wall thickness below 5/16 in. [8 mm] from the basic minimum elongation of the following percentage

1.75

1.25

1.50

1.00

1.50

1.00

 

 

 

 

 

 

 

 

 

 

Elongation in 2 in. or 50 mm, min, %:

 

 

Wall Thickness

Grade 1

Grade 3

Grade 6

in.

mm

Longitudinal

Transverse

Longitudinal

Transverse

Longitudinal

Transverse

5/16 (0.312)

8

35

25

30

20

30

16

9/32 (.281)

7.2

33

24

28

19

28

15

1/4 (.250)

6.4

32

23

27

18

27

15

7/32 (.219)

5.6

30

 

26

 

26

 

3/16 (.188)

4.8

28

 

24

 

24

 

5/32 (.156)

4

26

 

22

 

22

 

1/8 (.125)

3.2

25

 

21

 

21

 

3/32 (.094)

2.4

23

 

20

 

20

 

1/16 (.063)

1.6

21

 

18

 

18

 

 

Impact Requirements of A333 Grade 6 Pipe

For Grades 1, 3 and 6, the notched-bar impact properties of each set of three impact specimens, including specimens for the welded joint in welded pipe with wall thicknesses of 0.120 in. [3 mm] and larger, shall not be less than the values prescribed:

Size of Specimen, min

Minimum Average Notched Bar Impact Value of Each Set of Three Specimens

Minimum Notched Bar Impact Value of One Specimen Only of a Set

Impact Temperature

 

ft-lbf

J

ft-lbf

J

Grade

Min Impact
Test Temp

10 by 10

13

18

10

14

 

F

C

10 by 7.5

10

14

8

11

1

-50

-45

10 by 6.67

9

12

7

9

3

-150

-100

10 by 5

7

9

5

7

6

-50

-45

10 by 3.33

5

7

3

4

 

 

 

10 by 2.5

4

5

3

4

 

 

 

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