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Figure QW-462.7.2
Seam Weld Section Specimen Removal
Transverse specimens
Discard
D-1
T-1
T-2
T-3
Longitudinal specimens
T-4
L-1
L-2
L-3
L-4
D-2
Discard
10 in. (250 mm) min.
GENERAL NOTE: Mark the coupon into ten equal length specimens, label one end of the coupon D‐1 the other end D‐2. Cut the 10 in.
(250 mm) coupon (transverse to the weld length) into pieces 5 in. (125 mm) long each.
(1) Transverse Weld Cross Section Instructions
(a) Cut five specimens each approximately 1 in. (25 mm) in length from the coupon labeled D‐1 and discard the piece marked D‐1.
(b) Mark the remaining four specimens T‐1 through T‐4, prepare the specimens as detailed in (2)(b)(-1) below for examination, adjacent faces at the cut shall not be used.
(2) Longitudinal Weld Cross Section Instructions
(a) Cut five specimens each approximately 1in. (25mm) in length from the coupon labeled D‐2 and discard the piece marked D‐2.
(b) Mark the remaining four specimens L‐1 through L‐4, cut the specimens at approximately 1/3 of the weld width from the weld centerline through the length of each specimen in the longitudinal weld direction. Discard the four specimens containing approximately the 1/3
weld width, the remaining four specimens containing approximately the 2/3 weld width shall be prepared as detailed in (-1) below for
examination.
(-1) The specimens shall be smoothed and etched with a suitable etchant (see QW-470) to give a clear definition to the weld metal
and heat‐affected zone.
1.50 in.–2.00 in.
(38 mm–
50 mm)
Transverse weld cross section
specimen, smoothed and etched
in preparation for 10ϫ magnification
inspection
Cut line
1 in. (25 mm)
Longitudinal weld cross section
specimen, smoothed and etched
in preparation for 10ϫ magnification
inspection
199
This copy downloaded on 2015-07-13 07:36:37 -0500 by authorized user logan ahlstrom.
Figure QW-462.7.3
Resistance Weld Nugget Section Test Specimens
Copyrighted material licensed to University of Toronto by Thomson Scientific, Inc. (www.techstreet.com).
ASME BPVC.IX-2015
No fu
Figure QW-462.8.1
Spot Welds in Sheets
This copy downloaded on 2015-07-13 07:36:37 -0500 by authorized user logan ahlstrom.
200
Copyrighted material licensed to University of Toronto by Thomson Scientific, Inc. (www.techstreet.com).
ASME BPVC.IX-2015
No fu
Figure QW-462.8.2
Seam Weld Peel Test Specimen and Method
10 in. (250 mm) min.
Coupon Top View
Coupon End View
Not welded
Coupon Side View
Prior to Peel Test
Slot 1/4 ϫ 2 in. (6 ϫ 50 mm) in a
round bar 11/4 in. (30 mm) to 11/2 in.
(38 mm) diameter
Step 1
Test Peel Tool
Step 2
Peel Test
Step 1 — Separate coupon plies in nonwelded end.
Step 2 — Grip in vise or other suitable device, bend specimen.
Step 3 — Peel pieces apart with pincers or other suitable tool.
201
This copy downloaded on 2015-07-13 07:36:37 -0500 by authorized user logan ahlstrom.
Step 3
Copyrighted material licensed to University of Toronto by Thomson Scientific, Inc. (www.techstreet.com).
ASME BPVC.IX-2015
No fu
Figure QW-462.9
Spot Welds in Sheet
L [Note (1)]
W
L
W
W
W
5 in. (125 mm) min.
(a) Single Spot
Shear Specimen
(b) Multiple Spot
Shear Specimen
[Note (2)]
Nominal Thickness of Thinner
Sheet, in. (mm)
W, in.
(mm) Min.
Over 0.008 to 0.030 (0.20 to 0.8)
0.68 (17)
Over 0.030 to 0.100 (0.8 to 2.5)
1.00 (25)
1.25 (30)
Over 0.130 (3)
1.50 (38)
NOTES:
(1) L shall be not less than 4W .
(2) Sketch (b) shall be made of 5 specimens or more.
202
This copy downloaded on 2015-07-13 07:36:37 -0500 by authorized user logan ahlstrom.
Over 0.100 to 0.130 (2.5 to 3)
Copyrighted material licensed to University of Toronto by Thomson Scientific, Inc. (www.techstreet.com).
ASME BPVC.IX-2015
No fu
Customary Units
SI Units
P‐No. 1 Through P‐No. 11 and P‐No. 41 Through P‐No. 49 Metals
P‐No. 1 Through P‐No. 15F and P‐No. 41 Through P‐No. 49 Metals
Ultimate Strength
90,000 to 149,000 psi
Ultimate Strength Below
90,000 psi
lbf per Spot
lbf per Spot
Min. Avg.
Min.
Min. Avg.
130
160
200
295
340
390
450
530
635
775
920
1,065
1,285
1,505
1,770
2,110
2,535
3,005
3,515
4,000
4,545
5,065
160
195
245
365
415
480
550
655
785
955
1,140
1,310
1,585
1,855
2,185
2,595
3,125
3,705
4,335
4,935
5,610
6,250
100
115
150
215
250
280
330
400
465
565
690
815
1,005
1,195
1,460
1,760
2,080
2,455
2,885
3,300
3,795
4,300
125
140
185
260
305
345
405
495
575
695
860
1,000
1,240
1,475
1,800
2,170
2,560
3,025
3,560
4,070
4,675
5,310
0.23
0.25
0.30
0.41
0.46
0.51
0.56
0.64
0.71
0.81
0.91
1.02
1.14
1.27
1.42
1.60
1.80
2.03
2.29
2.54
2.84
3.18
Ultimate Strength Below
620 MPa
N per Spot
N per Spot
Min.
Min. Avg.
Min.
Min. Avg.
580
710
890
1 310
1 510
1 730
2 000
2 360
2 820
3 450
4 090
4 740
5 720
6 690
7 870
9 390
11 280
13 370
15 640
17 790
20 220
22 530
710
870
1 090
1 620
1 850
2 140
2 450
2 910
3 490
4 250
5 070
5 830
7 050
8 250
9 720
11 540
13 900
16 480
19 280
21 950
24 950
27 800
440
510
670
960
1 110
1 250
1 470
1 780
2 070
2 510
3 070
3 630
4 470
5 320
6 490
7 830
9 250
10 920
12 830
14 680
16 880
19 130
560
620
820
1 160
1 360
1 530
1 800
2 200
2 560
3 090
3 830
4 450
5 520
6 560
8 010
9 650
11 390
13 460
15 840
18 100
20 800
23 620
This copy downloaded on 2015-07-13 07:36:37 -0
Min.
0.009
0.010
0.012
0.016
0.018
0.020
0.022
0.025
0.028
0.032
0.036
0.040
0.045
0.050
0.056
0.063
0.071
0.080
0.090
0.100
0.112
0.125
Ultimate Strength 620
MPa to 1 027 MPa
ASME BPVC.IX-2015
203
Nominal
Thickness of
Thinner Sheet, in.
Nominal
Thickness of
Thinner Sheet,
mm
Copyrighted material licensed to University of Toronto by Thomson Scientific, Inc. (www.techstreet.com).
Table QW-462.10(a)
Shear Strength Requirements for Spot or Projection Weld Specimens
Nominal
Thickness of
Thinner Sheet,
in.
U.S. Customary Units
SI Units
P‐No. 21 Through P‐No. 25 Aluminum Alloys
P‐No. 21 Through P‐No. 26 Aluminum Alloys
Ultimate Strength
35,000 to 55,999
psi, lbf per Spot
Ultimate Strength
19,500 to 34,999
psi, lbf per Spot
Min.
Avg.
Ultimate
Strength Below
19,500 psi, lbf
per Spot
Min.
0.010
0.012
0.016
0.018
50
65
100
115
65
85
125
145
30
70
85
40
90
110
20
50
65
25
65
85
0.25
0.30
0.41
0.46
220
290
440
510
0.020
0.022
0.025
0.028
135
155
175
205
170
195
200
260
100
120
145
175
125
150
185
220
80
95
110
135
100
120
140
170
0.51
0.56
0.64
0.71
0.032
0.036
0.040
0.045
235
275
310
370
295
345
390
465
210
255
300
350
265
320
375
440
165
195
225
260
210
245
285
325
0.050
0.057
0.063
0.071
430
515
610
720
540
645
765
900
400
475
570
645
500
595
715
810
295
340
395
450
0.080
0.090
0.100
0.112
855
1,000
1,170
1,340
1,070
1,250
1,465
1,675
765
870
940
1,000
960
1,090
1,175
1,255
525
595
675
735
0.125
0.140
0.160
0.180
1,625
1,920
2,440
3,000
2,035
2,400
3,050
3,750
1,050
0.190
0.250
3,240
6,400
4,050
8,000
...
...
1,315
Min.
Min.
Avg.
Min.
Min.
Avg.
290
380
560
640
…
130
310
380
…
180
400
490
…
90
220
290
…
110
290
380
600
690
780
910
760
870
890
1 160
440
530
640
780
560
670
820
980
360
420
490
600
440
530
620
760
0.81
0.91
1.02
1.14
1 050
1 220
1 380
1 650
1 310
1 530
1 730
2 070
930
1 130
1 330
1 560
1 180
1 420
1 670
1 960
730
870
1 000
1 160
930
1 090
1 270
1 450
370
425
495
565
1.27
1.45
1.60
1.80
1 910
2 290
2 710
3 200
2 400
2 870
3 400
4 000
1 780
2 110
2 540
2 870
2 220
2 650
3 180
3 600
1 310
1 510
1 760
2 000
1 650
1 890
2 200
2 510
660
745
845
920
2.03
2.29
2.54
2.84
3 800
4 450
5 200
5 960
4 760
5 560
6 520
7 450
3 400
3 870
4 180
4 450
4 270
4 850
5 230
5 580
2 340
2 650
3 000
3 270
2 940
3 310
3 760
4 090
...
785
...
985
Min.
Min.
Avg.
Ultimate
Strength Below
134 MPa, N per
Spot
...
...
...
...
...
...
...
...
...
...
...
...
3.18
3.56
4.06
4.57
7 230
8 540
10 850
13 340
9 050
10 680
13 570
16 680
4 670
…
…
…
5 850
…
…
…
3 490
…
…
…
4 380
…
…
…
...
...
...
...
...
...
...
...
4.83
6.35
14 410
28 470
18 020
35 590
…
…
…
…
…
…
…
…
This copy downloaded on 2015-07-13 07:36:37 -0
Min.
Avg.
Ultimate
Strength 134
MPa to 241
MPa, N per Spot
ASME BPVC.IX-2015
204
Min.
Min.
Min.
Avg.
Nominal
Thickness of
Thinner Sheet,
mm
Ultimate Strength
241 MPa to 386
MPa, N per Spot
Copyrighted material licensed to University of Toronto by Thomson Scientific, Inc. (www.techstreet.com).
Table QW-462.10(b)
Shear Strength Requirements for Spot or Projection Weld Specimens