Destructive_Testing_overview_1717035747.pdf

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1. DESTRUCTIVE TESTING
MECHANICAL METALLOGRAPHIC CHEMICAL
TESTING EXAMINATION ANALYSIS
1. TENSILE 1. MACRO 1. WET ANALYSIS
2. BEND 2. MICRO 2. DRY ANALYSIS
3. IMPACT 3. X-RAY -
4. HARDNESS FLORESCENCE
5. DROP WEIGHT 4. ATOMIC-
6. DROP WEIGHT TEAR ABSORPTION
7. NICK BREAK
8. FATIGUE
9. CREEP

2. PURPOSE OF TESTING
1. To determine the fundamental properties.
2. To determine Mechanical, Chemical and
Metallurgical properties in order to find out the
suitability for a specific purpose.
3. To record the data for a group of metals and alloys
for the purpose of design.
4. To check weather heat treatment imparted has
been carried out satisfactorily.
5. To investigate into defects and flaws of the material
so as to improve manufacturing techniques.

3. PURPOSE OF TESTING
II. As for as welding is concerned
1. Qualification of welding procedure.
2. Qualification of welding and welding operation.
3. Qualification of welding consumables.
4. Quality control

4. STANDARD TEST METODS
(For Mechanical Testing)
TYPE ASTM BS IS
Tensile E8 EN10002-1 1608,1521
Bend E190 EN287-1 1599
Impact E23 EN 10045-2 1757
Hardness E10(Brinell) BS 240-1 1500
E18(Rockwell) BS 891-1 1586
E 92(Vickers) BS 427 1501

5. STANDARDS & CODES FOR DESTRUCTIVE
TESTING
ASTM-A370 : Mechanical Testing of Steels
AWS-B4 : Standard methods for Mechanical testing of welds
BS-709 : Destructive testing for fusion welded Boiler
drums.
IBR Ch.-V : Fusion Welded Boiler Drums.
IBR Ch.-xiii : Qualification test for Welders.
IBR Ch.-XII : Shell type Boiler construction
AWS 5.1,5.4,5.5 : Electrode Qualification Tests
IS 814,5206,1395 : Electrode Qualification Tests
ASME Sec.IX : Procedure & performance Qualification of welding
API-5L : For seamless and welded steel tubes & pipes.

6. TEST PLATE FOR PERFORMANCE
QUALIFICATION (as per IBR)
B
250 mm
406 mm
B1 T1 B2
M
m
B1
T2 B2
16
mm
weld

7. TEST PIPE & TUBE FOR PERFORMANCE
QUALIFICATION (as per IBR
Face
Face
Root
Macro
Macro
250mm
Root
PIPE Ø127x12.5mm, CS Tube Ø63.5x5.2mm, AS Tube Ø54x5mm
weld

8. PROCEDURE QUALIFICATION
(ASME SEC. IX)
QW-463.1(a) : Less than 3/4” PLATES
300mm
250mm
Discard Discard
Reduced Sec. Tensile Specimen
Root Bend
Face
Bend
Root Bend
Face Bend
Tensile Specimen
Discard Discard
Reduced Sec.

9. PROCEDURE QUALIFICATION
(ASME SEC. IX)
QW-463 1(b) :Over 3/4” PLATES
300
Discard Discard
Discard Discard
Reduced Sec.
Side
Side
Side
Side
Bend
Bend
Bend
Bend
Tensile Specimen
250
Reduced Sec. Tensile Specimen

10. WELDER QUALIFICATION TEST
(API 1104)
Grater than 60.3
less than or equal to
114.3mm
Top Pipe
Under
60.3
Nick-break
Root-bend
Top PipeRoot or
Side Bend
Nick-break
Root or Side Bend Greater than
12.7 mm wall thickness
Nick-break

11. WELDER QUALIFICATION
TEST (API 1104)
Nick-break
Nick-break
Root or
Side Bend
Face or Side
Bend
Greater than
114.3mm
but less or equal
to 323.8mm
Top Pipe
tensile
Face or
Side Bend
Root or
Side Bend

12. PROCEDURE QUALIFICATION
(API 1104)
Greater than 60.3
less than or equal
to 114.3mm
Top Pipe
Under
60.3
Nick-break
Root-bend
Top PipeRoot or
Side Bend
Nick-break
Root or Side Bend Greater than
12.7 mm wall thickness
Nick-break

13. PROCEDURE QUALIFICATION
(API 1104)
Nick-break
Nick-break
Root or
Side Bend
Face or Side
Bend
Greater than
114.3mm
but less or equal
to 323.8mm
Top Pipe
tensile
tensile
Face or
Side Bend
Face or
Side Bend

14. PROCEDURE QUALIFICATION
(API 1104)
Tensile
Root or Send Bend
Nick-Break
Top Pipe
Greater than
323.8mm
Face or Side Bend
Face or Side Bend
Nick-Break
Tensile
Root or Send Bend
Face or Side Bend
Tensile
Nick-Break
Root or Side Bend
Root or Send Bend
Nick-Break
Tensile
Face or Side Bend

15. WELDER QUALIFICATION
TEST (API 1104)
Tensile
Face or Side Bend
Nick-Break
Top Pipe
Greater than
323.8mm
Nick-Break
Tensile
Root or Side Bend
Face or Side Bend
Tensile
Nick-Break
Root or Side Bend
Nick-Break
Tensile
LOCATION OF TEST SPECIMENS FOR WQ : TEST BUTT WELD

16. TENSILE SPECIMENS
TRANSEVERSE
TENSILE
ALL WELD
TENSILE

17. ELECTRODE QUALIFICATION TEST (AS PER AWS)
WELD
ALL WELD TENSILE
170mm min. (1No.)
25
25
15
IMPACT SPECIMEN
(5Nos.)
DISCARD
DISCARD

18. ALL WELD TENSILE SPECIMEN (as per IS)
R5
FOR SIZE 3.15 mm and BELOW
FOR SIZE 4mm AND ABOVE
G L 50
10±0.09
PL 60
12 min
70mm min
6.4 ±0.075
GL 32
44.8
38.9
9.5
THE SURFACE FINISH WIT THE PL SHALL BE 1.6

19. ALL WELD TENSILE SPECIMEN (AWS)
THE SURFACE FINISH WITH THE PL SHALL BE 1.6
R 9.5
SIZE OF ELECTRODE 3.15 mm and BELOW
Ø12.7±0.25
GL 50.8 ±0.13
PL 57.1
Ø19.1
R 4.6
GL 25.4 ±0.13
GL 31.8
Ø 9.5
SLSL
SLSL
SIZE OF ELCTRODE 4 mm and ABOVE
Ø6.4±0.13

20. UNIVERSAL TESTING MACHINE
CALIBRATION:
ASTM-E4,
BIS: 1828,
EN: 10002-2

21. CALIBRATION : EN 10045-2, BIS 3766

23. 0.

24. TRANSEVERSE TENSILE SPECIMEN
W
PL
SL
SL
T

25. RECTANGULAR TENSILE TEST SPECIMEN
200
225
75
75
13 min
(FOR PLATE as per ASTM E8M )
ASTM
BS
IBR
IS

50 mm
5.65A
4  A
5.65  A
5min.
50
STANDARD ROUND TENSILE (GL) FLAT TENSILE (GL)
5d
5d
4d
5d
GAUGE LENGTH AS PER VARIOUS STDS.& CODES.
40

26. W
230mm
25mm
AS PER API 1104
3.17mm
19mm,
min.
NICK-BREAK TEST SPECIMEN

27. NICK-BREK TEST SPECIMEN
AS PER API 1104
3.17mm
Wall thickness
19mm
Notch in depth
1.59 mm
FOR AUTOMATIC & SEMI AUTOMATIC WELDING
Weld

28. REQUIREMENTS :
1. Specimen shall show complete penetration and
fusion
2. Any gas pocket shall not exceed1/16” (1.59mm)
3. Combined area of all gas pockets shall not exceed
2% of exposed surface
4. Slag inclusion shall not be more than 3.17mm or one
half the wall thickness in length, whichever is smaller
5. There shall be 12.7mm of sound weld metal between
adjacent slag inclusions

29. BEND TEST METHODS
1. Guided bend
2. Free Bend

30. ROOT BEND TEST
t

31. BEND SAMPLE OF 40 mm THICK PLATE
IN COLD WIRE ADDITION SAW

32. ROOT BEND TEST
t
5.2t
1.5t
3t

33. FACE BEND TEST
t
5.2t
1.5t
3t

34. SIDE BEND TEST
W
5.2t
t
3t

35. Specimen Supporter
Specimen
CALIBRATION : EN 10045-2, BIS 3766
STRICKER

36. TENIUS OLSON IMPACT TESTER
CAL : ASTM - E23

37. IMPACT TEST SPECIMEN
10±0.025
55±0.1
27.5
10 ±0.025
45°±0.1°
2±0.1
55±0.1
27.5
10 ±0.025
5±0.1
2
CHARPY ‘V’NOTCH TEST SPECIMEN
CHARPY ‘U’NOTCH TEST SPECIMEN
10±0.025

38. IZOD IMPACT TEST SPECIMEN
75 27.5 10
10
2

39. IMPACT TEST SPECIMEN
AS API 5L (SR 5.3)
Min. 28 mm
Max.13.5 mm
Max.13.5 mm
T
IMPACT SPECIMENS WITH TAPERED END

40. HARDNESS TEST
1.BRINELL HARDNESS 2. ROCKWELL HARDNESS
3.VICKERS HARDNESS 4. MICRO HARDNESS
BRINELL HARDNESS TEST
•HARDENED STEEL BALL IS USED FOR
MEASURING UPTO 500 BHN
•FOR 500 BHN TUNGSTON STEEL BALL IS USED F
• FOR IRON AND STEEL 3000Kg OF LOAD IS APPLIED
•FOR INTERMEDIATE HARD MATERIALS 1500Kg, 500Kg
OF LOADS ARE USED.
•FOR SOFT MATERIALS 100 Kg OF WEIGHT IS USED.
•RATE OF LOADING IS AN IMPORTANT CRITERIA,
RAPID RATE OF LOADING AFECTS THE INDENTATION.

41. BHN=APPLIED LOAD/AREA OF INDENTATION
BHN=P/[( D/2) X (D-D
2
- d
2
)]
WHERE P=LOAD IN Kg,
D=DIAMETER OF STEEL BALL IN mm, d= DIAMETER OF THE INDENTATION IN mm.
APPLICATION
FOR C.STEEL, CAST IRON,COPPERALLOYS, ALUMINIUM ALLOYS, LEAD AND TIN ETC.
POLISHED SURFACE

42. UNIVERSAL HARDNESS TESTER
TEST IS CARRIED OUT BY IN ACCORDENCE
ASTM E92 TEST IS CARRID OUT BY IN
ACCORDENCE ASTM E92

43. Minor Load Major Load
ROCKWELL HARDNESS TEST
TEST IS CARRIED OUT BY IN ACCORDENCE
ASTM E92 TEST IS CARRID OUT BY IN
ACCORDENCE ASTM E92

44. VICKERS HARDNESS TEST

45. VICKERS HARDNESS TEST
Angle between faces of the
pyramid is 136°
VHN=1.854 P/ D
2

P=Load in Kgf
D= Average of measured
diagonals of impression in mm
TEST IS CARRIED OUT BY IN ACCORDENCE WITH ASTM E92

47. DROP WEIGHT TEST
STANDARD DROP WEIGHT TEST SPECIMEN
P1=25X90X360
P2=19X50X130
P3=16X50X130

48. DROP WEIGHT TEST
DROP WEIGHT TEST IS CONDUCTED IN ACCORDANCE WITH ASTM E208
SPECIMEN
SPECIMEN
SUPPORTER

49. MACRO EXAMINATION
It involves the visual observation of the gross structural
details of materials after preparation of the surface,
either by unaided or with the aid of low power
microscope . Usually under 10X.
When macroscopic examinations appropriately carried
out, some important metallic characteristics are
determined by such studies.
Example : As for as welding is concerned macro will
reveal
Undercut, Excess penetration, Incomplete penetration,
Dilution lack of fusion pores and cracks etc.

50. DC: 700A,30V/AC: 600A,32 V,0.5m/min
MACRO STRUCTURE OF BEAD IN COLD
WIRE ADDITION SAW

51. MACRO STRUCTURE OF 25mm THICK
WELD PLATE

52. MACRO STRUCTURE OF 40 mm THICK
SAW PLATE

53. MICRO EXAMINATION
The most important part of metallography deals with the
microscopic examinations of a prepared metal
specimen,employing magnification with the optical
microscope from 100X to as high as 2000X.
Such microscopic studies are of much broader scope than
macro examinations.
It will reveal clear picture of structural characteristics as
grain size, shape, distribution secondary phases, non
metallic inclusions, segregation and other heterogeneous
conditions.
Microstructure reflects almost complete history of the
mechanical and thermal treatment that a metal has
received.

54. MICROSTRUCTURE : F + P
200x

55. MICRO STRUCTURE OF BASE METAL

56. MICRO STRUCTURE OF SAW
WELD METAL

57. MICRO STRUCTURE OF HAZ IN SAW

58. MICRO PHOTOGRAPH AT THE CRACK
ORIGIN (200 x)

59. THANK YOU