Standard

Standard Specification for Grade X56Q-PSL2

Grade Grade X56Q-PSL2
Standard API 5L-2018
Specification for Line Pipe
Classification Alloy Steel
Introductions It is used to make steel pipes for oil exploitation, natural gas transmission, thermal power generation and other fields.
Scope:
This specification specifies the manufacturing requirements for two product specification classes (PSL 1 and PSL 2) of seamless and welded steel pipes for pipeline transportation systems in the oil and gas industry.
– This specification does not apply to cast pipes.

 

Grade X56Q-PSL2 Chemical Element Content (%)
Name Constituent C Si Mn P S Cr Ni Cu Mo Ti V Nb B More
Seamless&Welded   pipe Min Nb+V+Ti≤0.15*
Max 0.18 0.45 1.5 0.025 0.015 0.3 0.3 0.5 0.15 0.04 0.07 0.05 0.001
① For the product (steel pipe) Grade PSL1: the specified maximum content of carbon is reduced by 0.01%, the specified maximum content of Mn can be increased by 0.05%, and for steel Grade ≥L245 or Grade B and ≤L360 or Grade X52, the Mn content can be increased to 1.65%; For steel grades > L360 or Grade X52 and < L485 or Grade X70, the Mn content can be increased to up to 1.75 %; For steel Grade L485 or Grade X70, Mn content can be increased up to 2.00%.
(2) For the product (steel pipe) Grade PSL2: the specified maximum content of carbon is reduced by 0.01%, the specified maximum content of Mn can be increased by 0.05%, and for steel Grade ≥L245 or Grade B and ≤L360 or Grade X52, the Mn content can be increased to 1.65%; For steel grades > L360 or Grade X52 and < L485 or Grade X70, the Mn content can be increased to up to 1.75 %; For steel grades ≥L485 or Grade X70 and ≤L555 or Grade X80, Mn content can be increased to up to 2.00%; For steel Grade > L555 or Grade X80, Mn content can be up to 2.2%

 

Grade X56Q-PSL2 Mechanical properties
Condition Test temperature Tensile Strength Yield stress Elongation Absorption energy
σb σs δ KV2
Mpa Mpa % J
Seamless&welded pipe 490~760 390~545 *
OD≤20 0°C ≥27
OD>20~30 0°C ≥27
OD>30~84 0°C ≥40
* Calculation formula of minimum elongation: δ=C×(A<sup>0.2</sup>/U<sup>0.9</sup>)
Where: C=1940(metric); C= 625,000 (US system)
A= The following applicable tensile specimen area dimensions:
ⓐ For round rod samples: the diameter of the samples was 12.7(0.5in.) and 8.9(0.35in.)mm, and the cross-sectional areas of the samples were both 130mm<sup>2</sup>(0.2in.<sup>2</sup>). Diameter of 6.4 mm (0.25 in.) sample, sample cross section area of 65 mm < sup > 2 < / sup > (0.1 in. < sup > 2 < / sup >)
For the whole sample: 485mm<sup>2</sup>(0.75in.<sup>2</sup>) and the smaller of the cross-sectional area calculated according to the outer diameter and wall thickness specified for the whole tube sample. The digit is accurate to 10mm<sup>2</sup>(0.01in.<sup>2</sup>).
ⓒ For the strip specimen: 485mm<sup>2</sup>(0.75in.<sup>2</sup>) and the smaller of the cross-sectional area calculated according to the specified width and wall thickness of the specimen. The digit is accurate to 10mm<sup>2</sup>(0.01in.<sup>2</sup>).
ⓓU= specified minimum ultimate tensile strength in MPa(psi)

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