20 - 40,000 ton
40,001 - 999,999 ton
group nameSeamless Steel Pipe(Tube)
Min Order20 ton
brand nameTYTSTEEL
payment methodL/C, D/A, D/P, T/T
update timeTue, 24 Mar 2015 16:24:35 GMT
product name carbon steel pipe
Standard BS EN10219, GB/T 8163-1999, GB/T 8162-1999, GB/T 9711.1-1997, ASTM A106-2006, ASTM A53-2007, API 5L
Grade 10#-45#, 16Mn, ST35-ST52, Q195-Q345
Thickness 2.77 - 25 mm
Section Shape Round
Outer Diameter 21.3 - 630 mm
Secondary Or Not Non-secondary
Application Hydraulic Pipe
Technique Hot Rolled/Cold Rolled /Seamless
Min Order20 ton
ASTM A106/A 106M-08 Tensile Requirements | ||||||||||||
Grade A | Grade B | Grade C | ||||||||||
Tensile Strength,min,psi(MPa) | 48 000 {330} | 60 000 {415} | 70 000 {485} | |||||||||
Yield Strength,min,psi(MPa) | 30 000 {205} | 35 000 {240} | 40 000 {275} | |||||||||
Longitudinal | Trabsverse | Longitudinal | Trabsverse | Longitudinal | Trabsverse | |||||||
Elongation in 2 in. [50 mm], min, %: | ||||||||||||
Basic minimum elongation transverse strip tests, and for all small | 35 | 25 | 30 | 16.5 | 30 | 16.5 | ||||||
sizes tested in full section | ||||||||||||
When standard round 2-in. [50-mm] gage length test specimen is | 28 | 20 | 22 | 12 | 20 | 12 | ||||||
used | ||||||||||||
For longitudinal strip tests | A | A | A | |||||||||
For transverse strip tests, a deduction for each 1⁄32-in. [0.8-mm] | 1.25 | 1 | 1 | |||||||||
decrease in wall thickness below 5⁄16 in. [7.9 mm] from the basic | ||||||||||||
minimum elongation of the following percentage shall be made | ||||||||||||
A The minimum elongation in 2 in. [50 mm] shall be determined by the following equation: | ||||||||||||
e 5 625 000A0.2 / U 0.9 | ||||||||||||
for inch-pound units, and | ||||||||||||
e 5 1 940A0.2 / U 0.9 | ||||||||||||
for SI units, | ||||||||||||
where: | ||||||||||||
e = minimum elongation in 2 in. [50 mm], %, rounded to the nearest 0.5 %, | ||||||||||||
A = cross-sectional area of the tension test specimen, in.2 [mm2], based upon specified outside diameter or nominal specimen width and specified wall thickness, | ||||||||||||
rounded to the nearest 0.01 in. 2 [1 mm2]. (If the area thus calculated is equal to or greater than 0.75 in. 2 [500 mm2], then the value 0.75 in.2 [500 mm2] shall | ||||||||||||
be used.), and | ||||||||||||
U = specified tensile strength, psi [MPa]. |
ASTM A106/A 106M-08 Chemical Requirements | ||||||
Composition,% | ||||||
Grade A | Grade B | Grade C | ||||
Carbon,maxA | 0.25 | 0.30 | 0.35 | |||
Manganese | 0.27-0.93 | 0.29-1.06 | 0.29-1.06 | |||
Phosphorus,max | 0.04 | 0.04 | 0.04 | |||
Sulfur,Max | 0.04 | 0.04 | 0.04 | |||
Silicon,min | 0.10 | 0.10 | 0.10 | |||
Chorme,maxB | 0.40 | 0.40 | 0.40 | |||
Copper,maxB | 0.40 | 0.40 | 0.40 | |||
Molybdeum,maxB | 0.15 | 0.15 | 0.15 | |||
Nickel,maxB | 0.40 | 0.40 | 0.40 | |||
Vanadium,maxB | 0.08 | 0.08 | 0.08 | |||
A For each reduction of 0.01 % below the specified carbon maximum, an | ||||||
increase of 0.06 % manganese above the specified maximum will be permitted up | ||||||
to a maximum of 1.35 %. | ||||||
B These five elements combined shall not exceed 1 %. | ||||||
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