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JFE-80S
JFE-85S
JFE-85SS
JFE-90S
JFE-90SS
JFE-95S
JFE-95SS
JFE-110S
JFE-110SS
Seamless, quenched and tempered
(wt %)
Grade | C | Si max. |
Mn max. |
P max. |
S max. |
Cu max. |
Ni max. |
Cr | Mo | Nb max. |
B max. |
---|---|---|---|---|---|---|---|---|---|---|---|
JFE-80S, -85S JFE-90S, -95S |
0.15 ~0.35 |
0.35 | 1.35 | 0.020 | 0.010 | 0.30 | 0.10 | max. 1.60 |
0.05 ~1.10 |
0.050 | 0.0040 |
JFE-85SS, -90SS JFE-95SS, |
1.00 | 0.80 ~1.60 |
0.15 ~1.10 |
||||||||
JFE-110S, -110SS | max. 0.50 | 0.20 | max. 1.60 |
max. 1.10 |
Tensile Requirements | |||
---|---|---|---|
Yield Strength ksi (MPa) |
Minimum Tensile Strength ksi (MPa) |
Elongation | |
JFE-80S | 80~ 95 (552~655) | 95 (655) | As Per API 5CT |
JFE-85S | 85~100 (586~689) | 95 (655) | |
JFE-90S | 90~105 (621~724) | 100 (689) | |
JFE-95S | 95~110 (655~758) | 105 (724) | |
JFE-110S | 110~125 (758~862) | 120 (827) | |
JFE-85SS | 85~100 (586~689) | 95 (655) | |
JFE-90SS | 90~105 (621~724) | 100 (689) | |
JFE-95SS | 95~110 (655~758) | 105 (724) | |
JFE-110SS | 110~125 (758~862) | 120 (827) |
Hardness Requirements | |||||
---|---|---|---|---|---|
As-Quenched | Hardness (HRC) Maximum |
Variation (Wall Thickness, inch) | |||
Less than 0.750 | 0.750 to 0.999 | 1.000 and over | |||
JFE-80S | - | 22 | - | - | - |
JFE-85S | - | 23 | - | - | - |
JFE-90S | - | 24 | - | - | - |
JFE-95S | - | 25 | - | - | - |
JFE-110S | - | 31 | - | - | - |
JFE-85SS | Mimimum equivalent to 90% martensitic Structure |
23 | 3.0 | 4.0 | 5.0 |
JFE-90SS | 24 | 3.0 | 4.0 | 5.0 | |
JFE-95SS | 25 | 3.0 | 4.0 | 5.0 | |
JFE-110SS | 31 | 3.0 | 4.0 | 5.0 |
Prior Austenitic Grain Size |
Threshold Stress Requirements for SSC Test according to NACE TM0177 Minimum % of SMYS |
|
---|---|---|
JFE-80S | - | - |
JFE-85S | - | - |
JFE-90S | - | - |
JFE-95S | - | - |
JFE-110S | - | - |
JFE-85SS | ASTM 5 and finer |
80 |
JFE-90SS | 80 | |
JFE-95SS | 80 | |
JFE-110SS | 80 |
HRC test results show relatively low and stable values indispensable for increasing sulfide stress cracking (SSC) resistance for its yield strength. SSC test results show excellent SSC-resistant properties.
Pipe Dimensions O.D. x W.T. |
Location | Rockwell C Hardness Values | ||||
---|---|---|---|---|---|---|
Quadrant No. | Maximum Variation |
|||||
1 | 2 | 3 | 4 | |||
5 1/2'' x 0.415'' | O.D. I.D. |
20.9 20.8 |
20.1 20.1 |
20.6 20.6 |
20.9 20.8 |
0.1 |
5 1/2'' x 0.725'' | O.D. Mid Wall I.D. |
19.8 19.7 19.4 |
20.0 19.4 18.8 |
20.4 20.0 19.6 |
20.5 20.1 19.8 |
1.2 |
7'' x 1.200'' | O.D. Mid Wall I.D. |
19.4 19.1 18.6 |
18.9 19.4 18.0 |
19.3 19.2 18.5 |
18.6 19.1 18.7 |
1.4 |
Wall Thickness |
Location | Applied Stress, ksi (MPa) | Threshold Stress | c / y | ||||
---|---|---|---|---|---|---|---|---|
71.1 (490) | 80.1 (552) | 85.5 (590) | 90.0 (621) | 99.0 (683) | c ksi | |||
0.415'' | Mid Wall | - | NF | NF | 546.8 | 31.0 | 85.5 | 0.95 |
0.725'' | Mid Wall | - | NF | NF | 301.4 | 3.2 | 85.5 | 0.95 |
1.200'' | Mid Wall | NF | NF | NF | 284.0 | - | 85.5 | 0.95 |
Inside | NF | NF | NF | 499.0 | - | 85.5 | 0.95 |
Note: (Time to failure Hr)
NF = No failure during 30 days (720 hours)
- = No test
c = Maximum applied stress
resulted in no failure
y = Specified Minimum Yield
Strength