Root Bead—Pulse Current-—Gas Tungsten Arc Welding
Gas tungsten arc welding has been used to great advantage in all kinds of pipe welding applications. Besides affording the welder excellent visibility due to the lack of smoke and spatter, there is no porosity due to slag entrapment, and the deposits are essentially hydro-
gen free. The GTAW process is particularly useful, due to more precise heat control, in welding thin wall pipe and in many cases heavy wall pipe may have it’s first root pass done with GTAW while subsequent fill and cap passes are completed with conventional stick welding. In such cases where root penetration must be as smooth as possible, a consumable insert is placed between the mating pipe edges and fused into the bottom of the root opening.
However as pipe welding is most often done in various “out of position” situations, the GTAW process needed even more precise heat control to avoid weld pool sagging and bum through. The 1960’s saw the introduction of “pulsed current “ welding control in which both high and low values of current could be preset on the power supply. During the “high” portion of the pulse cycle, actual fusion would take place. Then as the torch moves away, the current automatically switches to a lower value allowing the puddle to partially solidify before the next high current pulse begins. The length of time for each pulse is also adjustable making possible optimum welding conditions over a wide variety of pipe welding applications.
The pulse current mode is shown in Fig 6-15.
Pulse control offers a number of advantages over the inconsistencies that are experienced during the time the root bead is deposited. These advantages of using pulse current-gas tungsten arc welding include:
(a) control over puddle size and fluidity
(b) ability to increase and maintain adequate penetration
(c) ability to maintain uniformity of weld deposit
(d) ability to preset the pulse mode to any condition, as needed by
the welder.
(e) ability to position the torch in its rightful position before the
high pulse is activated
Comparing shielded metal arc welding with pulse arc welding for depositing the root bead on thinwall pipe, the latter shows absolute
control of the puddle size, prevention of excessive penetration, complete protection from oxidation, and a clean inner surface of the root bead. Therefore, pulse arc welding is often preferable for welding pipe of both medium alloy and high alloy steel Pulse arc welding is a useful innovation for thinwall pipe, including when thinwall pipe needs two passes to be completed.
Before using pulse arc welding for heavywall pipe, the welder must be fully acquainted with the appropriate variables. Heavywall pipe offers an excellent heatsink. The size of the tungsten electrode must be considered. If a slight oscillation will be used while depositing the root bead, it is important to know where the tungsten tip will be located and when the current mode changes to low. The tip should be placed so that welding occurs under a blanket of inert gas; the hot weld will then be protected from oxidation. The position of the tungsten tip should be one sixteenth of an inch on the weld, where there is a chance of only a slight fissure or tiny void. It is from that position that the welder should begin when the high pulse is enacted.
The filler metal should be placed between the root opening where the tip of the rod is in contact with the apex of the groove. The rod must not be allowed too close to the starting point. When the high pulse is initiated, the rod should be inserted, making contact where the rod touches the root bead.
Because the thickness of the pipe makes an excellent heatsink, the high pulse mode duration should be four times that of the low mode. When the low mode is inactive, the tungsten-tip should be raised one sixteenth of an inch. It should then be advanced forward when the high mode is enacted, with a slight oscillation to remove cumulative grains that may have form during the cooling pattern, and to assure that the tie-in to the root is properly fused. The slight backstep becomes necessary because the heat-sink, which is so effective, can cause a shrinkage crack. This depends on the frequency of changes between the modes. The high mode should be enacted while the cooling weld is still in a semi-solid state.
The power source design for pulse current welding calls for adjusting both the high mode current and low current pulse based on time duration. Adjusting both depends on wall thickness, preheating, fix or roll position, and the rootface thickness.
The internal surface of the pipe edges to be welded should be clean of oxide (rust) and other impurities.
Prequaiified Base Meta!—*Filler Metal Combinations for Matching Strength8 (see 3.3)
G г 0 u p |
Steci Specification Requirements |
Hiilcr Melal Requirements |
||||||||
Steel Specification'-2 |
Minimum Yield Point/Strength |
Tensile Range |
Electrode Specification-1 6 |
Minimum Yield Point/Strength |
Tensile Strength Range |
|||||
ksi |
MPa |
ksi |
MPa |
ksi |
MPa |
ksi MPa |
||||
ASTM A 36* |
36 |
250 |
58-80 |
400-550 |
||||||
ASTM A53 |
Grade В |
35 |
240 |
60 min |
415 min |
|||||
ASTM A106 |
Grade В |
35 |
240 |
60 min |
415 min |
SMAW |
||||
ASTMA13J |
Grades A, B, CS, D, DS, Б |
34 |
235 |
58-71 |
400-490 |
AWS A5.1 or A5.57 |
||||
ASTM A139 |
Grade В |
35 |
241 |
60 min |
414 min |
Е6ЙХХ |
50 |
345 |
62 min 42? |
|
ASTM А38І |
Grade Y35 |
35 |
240 |
60 тіл |
415 min |
Е70ХХ |
60 |
415 |
72 min 495 |
|
ASTM A500 |
Grade A |
33 |
228 |
45 min |
ЗІОтіп |
Е70ХХ-Х |
57 |
390 |
70 min 480 |
|
Grade В |
42 |
290 |
58 min |
400 min |
||||||
ASTM A501 |
36 |
250 |
58 min |
400 min |
SAW |
|||||
ASTM A516 |
Grade 55 |
30 |
205 |
55-75 |
380-515 |
AWS A5.I7 or A5.231 |
||||
Grade 60 |
32 |
220 |
60-80 |
415-550 |
F6XX-EXXX |
48 |
330 |
60-30 415-550 |
||
ASTM A524 |
Grade 1 |
35 |
240 |
60-85 |
415-586 |
F7XX-EXXX or |
58 |
400 |
70-95 485-660 |
|
Grade [I |
30 |
205 |
55-80 |
380-550 |
F7XX-EXX-XX |
|||||
I |
ASTM A529 |
42 |
290 |
60-85 |
415-585 |
|||||
ASTM A570 |
Grade 30 |
30 |
205 |
49 min |
340 min |
GMAW |
||||
Grade 33 |
33 |
230 |
52 min |
360 min |
AWS A5.I8 |
|||||
Grade 36 |
36 |
250 |
53 min |
365 min |
BR70S-X |
60 |
415 |
72 min 495 |
||
Grade 40 |
40 |
275 |
55 min |
380 min |
||||||
Grade 45 |
45 |
310 |
60 mm |
415 min |
||||||
Grade 50 |
50 |
345 |
65 min |
450 min |
||||||
ASTM - A573 |
Grade 65 |
35 |
240 |
65-77 |
450-530 |
FCAW |
||||
Grade 58 |
32 |
220 |
58-71 |
400-490 |
AWS A 5.20 |
|||||
ASTM A709 |
Grade 36“ |
36 |
250 |
58-80 |
400-550 |
E6XT-X |
50 |
345 |
62 rnin 425 |
|
AP15L |
Grade В |
35 |
240 |
60 |
415 |
E7XT-X |
60 |
415 |
72 min 495 |
|
Grade X42 |
42 |
290 |
60 |
415 |
(Except <2.-3,-10.-GS) |
|||||
ABS |
Grades A, B. D, CS, DS |
58-7! |
400-490 |
AWS A5.297 |
||||||
Grade Es |
58-71 |
400-490 |
E7XTX-XX |
58 |
400 |
70-90 490-620 |
G r о u p |
Stcc! Specification Requirements |
Filler Metal Requirements |
||||||||
Steel Specification* 2 |
Minimum Yietd Point/Strength |
Tensile Range |
Electrode Specification-1-6 |
Minimum Yield Point/Suength |
Tensile Strength Range |
|||||
ksi |
MPa |
ksi |
MPa |
ksi MPa |
ksi |
MPa |
||||
ASTMA131 |
Grades AH32, DH32, EH32 |
46 |
315 |
68-85 |
470-585 |
SMAW |
||||
Grades AH36, 0H36. EH36 |
51 |
350 |
71-90 |
490-620 |
AWS A5. і or AS.57 |
|||||
ASTM A441 |
40-50 |
275-345 |
60-70 |
415-485 |
E7015, E7016 |
60 415 |
72 min |
495 |
||
ASTMA516 |
Grade 65 |
35 |
240 |
65-85 |
450-585 |
E7018, E7028 |
||||
Grade 70 |
38 |
260 |
70-90 |
485-620 |
E7015-X, E7016-X |
57 390 |
70 min |
480 |
||
ASTO A53? |
Class 1 |
45-50 |
310-345 |
65-90 |
450-620 |
E7018-X |
||||
ASTM A572 |
Grade 42 |
42 |
290 |
60 min |
415 min |
|||||
ASTM A572 |
Grade 50 |
50 |
345 |
65 min |
450 min |
|||||
ASTM A588s |
(4 in. and under) |
50 |
345 |
70 min |
485 min |
SAW |
||||
ASTM A595 |
Grade A |
55 |
380 |
65 min |
450 min |
AWS A5.17 or A5.237 |
||||
Grades В and С |
60 |
415 |
70 min |
480 min |
F7XX-EXXX or P7XX-EXX-XX |
58 400 |
70-95 |
485-660 |
||
ASTM A6065 |
45-50 |
310-340 |
65 min |
450 min |
||||||
ASTM A607 |
Grade 45 |
45 |
310 |
60 min |
410 min |
GMAW |
||||
n |
Grade 50 |
50 |
345 |
65 min |
450 min |
AWS A5.18 |
||||
Grade 55 |
55 |
380 |
70 min |
480 min |
ER705-X |
60 415 |
72 min |
495 |
||
ASTM A618 |
Grades lb. 11, Ш |
46-50 |
3 J 5-345 |
65 min |
450 min |
|||||
ASTM A633 |
Grade A |
42 |
290 |
63-83 |
430-570 |
|||||
Grades C, D |
50 |
345 |
70-90 |
485-620 |
FCAW |
|||||
(2-1/2 in, and under) |
AWS A5.20 |
|||||||||
ASTM A709 |
Grade 50 |
50 |
345 |
65 min |
450 min |
E7XT-X |
60 4І5 |
72 min |
495 |
|
Grade SOW |
50 |
345 |
70 min |
485 mtti |
(Execpt -2, -3. - JO, - GS) |
|||||
ASTM A710 |
Grade A, Class 2 > 2 in. |
55 |
380 |
65 min |
450 min |
AWS A5.297 |
||||
ASTM A808 |
(2-1/2 in. and under) |
42 |
290 |
60 min |
415 min |
E7XTX-X |
58 400 |
70-90 |
490-620 |
|
API m6 |
Grade 42 |
42 |
290 |
62-80 |
430-550 |
|||||
Grade 50 |
50 |
345 |
70 min |
485 min |
||||||
API SL |
Grade X52 |
52 |
360 |
66-72 |
455-495 |
|||||
ABS |
Grades AH32. DH32, EH32 |
45.5 |
315 |
71-90 |
490-620 |
|||||
Grades AH36, DH36, EH365 |
51 |
350 |
71-90 |
490-620 |
G |
Steel Specification Requirements |
Filler Metal Requirements |
|||||||||
r |
Minimum Yield |
Tensile |
Minimum Yield |
Tensile Strength |
|||||||
0 u p |
Point/S trength |
Range |
Poini/Strcnglh |
Range |
|||||||
Steel Specification1,2 |
ksi |
MPa |
ksi |
MPa |
Electrode SpecificationJ-4 |
ksi |
MPa |
ksi MPa |
|||
SMAW AWS A5.57 |
|||||||||||
E8015-X, E8016-X |
67 |
460 |
80 mm 550 |
||||||||
E8018-X |
|||||||||||
SAW |
|||||||||||
ASTM A572 |
Grade 60 |
60 |
415 |
75 min |
515 min |
AWSA5.237 |
|||||
111 |
Grade 65 |
65 |
450 |
80 min |
550 min |
F8XX-EXX-XX |
68 |
470 |
80-100 550-690 |
||
ASTM A537 |
Class 2J |
46-60 |
315-415 |
80-100 |
550-690 |
GMAW |
|||||
ASTM A633 |
Grade E5 |
55-60 |
380-415 |
75-І00 |
515-690 |
AWS A5.287 |
|||||
ASTM A710 |
Grade A, Class 2 |
< 2 in. |
60-65 |
415-450 |
72 min |
495 min |
ER80S-X |
68 |
470 |
80 min 550 |
|
ASTM A710 |
Grade A, Class 3 |
> 2 in. |
60-65 |
415-450 |
70 min |
485 min |
FCAW AWS A5.297 E8XTX-X |
68 |
470 |
80--100 550-690 |
Notes:
1. In joints involving base metals of different groups, either of the following filler metals may be used: {1) that which matches the higher strength base meial, or (2) that which matches the lower strength base metal and produces a low-hydrogen deposit. Preheating shail be in conformance with the requirements applicable to the higher sircngth group.
2. Match API standard 28 (fabricated lubes) according to Stee! used.
3. When welds are to be stress-relieved, the deposited weld metal shall not exceed 0.05 percent vanadium.
4. Only low-hydrogen electrodes shail be used when welding A36 or A709 Grade 36 steel more than і in. (25.4 mm) thick for cyclically loaded structures.
5. Spccial welding materials and WPS (e. g., E8GXX-X iow-alloy electrodes) may be required to match the notch toughness of base metal (for applications involving impact loading or low temperature), or for atmospheric corrosion and weathering chaiacleristies (see 3.7 3)
6 The designation of ER70S-IB has been reclassified as ER80S-D2 ш A5.28-79. PrctjuaSified WPSs prepared prior to 1981 and specifying AWS A5.18, EK70S-1B, may now use AWS A5.2B-7911R80S-D2
when welding steels in Croups 1 and U.
7. Filler metais of alloy group B3, B3L, Ё4, B4L, Б5, B5L. B6, B6L, 87, B7U B8. B8L. or B9 in ANSI/AWS A5.5, A5.23, A5.28, or A5.29 are not prtqoaHfied for use if) the as-wcidcd condition.
8. See Tables 2.3 and 2.5 for allowable stress requirements for matching filler metal.
Structural Steel Plates
Strength |
Toughness |
Yield Strength |
Tensile Strength |
|||
Group |
Class |
Specification <t Grade |
ksi |
MPa |
ksi |
MPa |
t |
(2 |
ASTM A36 {to 2 in. (hick) |
36 |
250 |
58-80 |
400-550 |
I |
ASTM A! 31 Grade A (to t/I in. thick) |
34 |
235 |
58-7! |
440-490 |
|
ASTM A13 ] Grades B, D |
34 |
235 |
58-71 |
400-490 |
||
I |
8 |
ASTM AS73 Grade 65 |
35 |
240 |
65-77 |
450-550 |
ASTM A7Q9 Grade 36T2 |
36 |
250 |
58-80 |
400-550 |
||
! |
A |
ASTM A131 Grades CS, Є |
34 |
235 |
58-71 |
400-490 |
ASTM A242 (to t/2 in, thick) |
50 |
345 |
70 |
480 |
||
IT |
r |
ASTM A572 Grade 42 (to 2 in. (hick) |
42 |
290 |
60 |
415 |
11 |
ASTM A572 Grade 50 (to 1/2 in thick)» |
50 |
345 |
65 |
450 |
|
ASTM A588 (4 in. and under) |
50 |
345 |
70 min |
485 rein |
||
ASTM A709 Grades 50T2.50T3 |
50 |
345 |
65 |
450 |
||
ASTM A (3 і Grade AH32 |
45.5 |
315 |
68-85 |
470-5S5 |
||
!! |
в |
ASTM A!31 Grade AH36 |
Si |
350 |
71-90 |
490-620 |
ASTM A8Q8 (strength varies with thickness} |
42-50. |
290-345 |
60-65 |
415-450 |
||
ASTM A516 Grade 65 |
35 |
240 |
65-85 |
450-585 |
||
APi Spec 2H Grade 42 |
42 |
290 |
62-SO |
430-550 |
||
Grade 50 (ro 2-1/2 in. illicit) |
50 |
^45 |
70-90 |
483-620 |
||
(слег 2-1/2 in. thick) |
47 |
325 |
70-90 |
483-620 |
||
API Spec 2W Grade 42 (lo 1 in. thick) |
42-67 |
290-462 |
62 |
427 |
||
(t>er 1 in thick) |
42-62 |
290-427 |
62 |
427 |
||
Grade 50 (to 1 m. thick) |
50-75 |
345-517 |
65 |
448 |
||
(oier 1 in, thick) |
50 ”70 |
345-483 |
65 |
448 |
||
Grade 50T (to 1 in. thick} |
50-80 |
345-522 |
70 |
483 |
||
(over I in. thick) |
50-75 |
345-517 |
70 |
483 |
||
API Spec 2Y Grade 42 (to 1 in. (hick) |
42-67 |
290-462 |
62 |
427 |
||
i: |
A |
(over I in, thick) |
42-62 |
290-462 |
62 |
427 |
Grade 50 (to 1 in. thick) |
50-75 |
345-517 |
65 |
448 |
||
(over 1 in. thick) |
50-70 |
345-483 |
65 |
4-?8 |
||
Grade JOT (to I in. thick) |
50-80 |
345-572 |
70 |
483 |
||
{over 1 in. thick) |
50-75 |
345-5 і 7 |
70 |
483 |
||
ASTM AI31 Grades DH32, EH32 |
45.5 |
3!5 |
68-85 |
470-585 |
||
Grades DH36, ЕНЭ6 |
51 |
350 |
71-90 |
490-620 |
||
ASTM A537 Class I (to 1-ІЙ in, thick) |
50 |
345 |
70-90 |
4S5-62Q |
||
ASTM A633 Grade A |
42 |
290 |
63-83 |
435-570 |
||
Grades C, D |
50 |
345 |
70-90 |
485-620 |
||
ASTM A678 Grade A |
50 |
345 |
70-90 |
485-620 |
||
m |
С |
ASTM A633 Grade E |
60 |
455 |
SO-100 |
550-690 |
ASTM A537 Class I£ (to 2-Ш in. thick) |
60 |
415 |
80-100 |
550-690 |
||
ASTM A678 Grade В |
60 |
415 |
80-100 |
550-690 |
||
API Spec 2WGrade 60 {to і in, thick) |
60-90 |
414-621 |
75 |
517 |
||
(oser 1 in. thick) |
60-85 |
414-586 |
75 |
517 |
||
API Spec 2Y Grade 60 (to t in. thick) |
60-9Q |
414-621 |
75 |
517 |
||
Ш |
A |
(over 1 in. thick) |
60-S5 |
414-586 |
75 |
517 |
ASTM A710 Grade A Class 3 |
||||||
(quenched and precipitation heat treated) |
||||||
thru 2 in. |
75 |
515 |
85 |
585 |
||
2 in. ю 4 in. |
65 |
450 |
75 |
515 |
||
over 4 in. |
60 |
415 |
70 |
485 |
||
ASTMA5S4 (over 2-1/2 m thick) |
90 |
620 |
110-130 |
760-890 |
||
С |
ASTM A5i? (over 2*1/2 in. thick) |
90 |
620 |
П0-! 30 |
760-896 |
|
ASTMA514 (to 2-1/2 in. thick) |
100 |
690 |
110-00 |
760-895 |
||
_ |
с |
ASTM А5І7 (»1-1/2 in. thick) |
100 |
690 |
110-130 |
760-895 |
*Tq 2 ш, Thkk for Type і of 2 Kitted. Firte Grain Practicr Note; Sec їм of Referenced Specifics ion* for fuli titles of the above. |
Structural Steel Pipe and Tabular Shapes
Yield Strength |
Tensile Strength |
|||||
Group |
Class |
Specification & Grade |
ksi |
MPa |
ksi |
MPa |
API Spec 5L Grade B* |
35 |
240 |
60 |
415 |
||
ASTMA53 Grade В |
35 |
240 |
60 |
415 |
||
ASTM 139 Grade В |
35 |
240 |
60 |
415 |
||
ASTM A500 Grade A (round) |
33 |
230 |
45 |
310 |
||
і |
С |
(shaped) |
39 |
270 |
45 |
310 |
ASTM A500 Grade В (round) |
42 |
290 |
58 |
400 |
||
(shaped |
46 |
320 |
58 |
400 |
||
ASTM A50i (round and shaped) |
36 |
250 |
58 |
400 |
||
АРІ Spec 5L Grade X42 (2% max, co! d expansion) |
42 |
290 |
60 |
415 |
||
ASTM A106 Grade В (normalized) |
35 |
240 |
60 |
415 |
||
I |
В |
ASTM A524 Grade 1 (through 3/8 in. w. t.) |
35 |
240 |
60 |
415 |
Grade 11 (over 3/8 in. w. t.) |
30 |
205 |
55-80 |
380-550 |
||
ASTM A333 Grade 6 |
35 |
240 |
60 |
415 |
||
Ї |
ASTM A334 Grade 6 |
35 |
240 |
60 |
415 |
|
API Spec 5L Grade X42 (2% max, cold expansion) |
52 |
360 |
66 |
455 |
||
ASTM A6 5 8 |
50 |
345 |
70 |
485 |
||
И |
В |
API Spec 5L Grade X52 with SR5, SR6, or SR8 |
52 |
360 |
66 |
455 |
ASTM A595 Grade A (tapered shapes) |
55 |
380 |
65 |
450 |
||
ASTM A595 Grades В and С (tapered shapes) |
60 |
410 |
70 |
480 |
•Seamless or with longitudinal seam welds Notes: 1. See list of Referenced Specifications for full tides of (he above. 2. Structural pipe may also be fabricated m accordance with API Spec 2B, ASTM A!39+, ASTM A252+. or ASTM A671 using grades of stracturu plate listed in Exhibit I except that hydroslstic testing may be omitted. + with longitudinal welds and circumferential butt welds. |
Table C2.6 Structural Steel Shapes (see C2.42.2)
Yieid Strength Tensile Strength
*To 2 in. Thick for Type 1 or 2 Killed. Fine Grain Practice Note: This table is pan of the commentary on toughness considerations for tubular structures (or composites of tubulais and other shape* for offshore platforms, ft is not intended to imply that unlisted shapes ait unsuitable for other applications. |
Earlier the importance of maintaining the proper tungsten electrode tip to work distance was stated. Welders will often employ the technique of “walking” the cup along the sides of the groove in order to help maintain that critical electrode tip to work distance. There is however a danger of losing effective shielding gas coverage because of the tendency to lay the gas cup over so that it is more parallel to the joint rather than pointing down into the groove. This occurs due to the curve of the basic torch path as it circumnavigates the pipe and as the welder tries to extend his vision before finally stopping and repositioning the torch. The welder must realize just how critical inert gas shielding is to the soundness of the weld.
The inert gas or gasses which are conveyed through the gas cup, must be so directed that both areas, the molten pool and the area which is in the solidification stage be exposed to inert blanket of protective gases which is supplied through the gas cup. Therefore, the angle in which it is held should be able to provide ample back wash of inert gas to prevent oxidation and other reactions within the grain boundries.
From a welder’s standpoint,, the indication of these drawbacks will be the appearance of the bead surfaces, which may be is dark and dull. A weld which was fully protected from oxidation at high temperature is a weld with a sheen and show no unusual amount of discolloration.
The seriousness of oxidation as described here is based on the fact that temperature of the weld metal one hundred degrees below the critical range is weak, and with gains boundaries further apart as corn - paired to much lower temperatures. Without proper protection from the atmosphere, oxygen may be absorbed within the grainboundries and combining with other residual elements form compounds that will weaken the grain structure as temperature decreases, with construction taking place simultaneously, which leads to separation along grain boundaries.