Destructive Testing
Testtypes, test pieces and test objectives
• Transverse tensile tests
• All-weld tensile tests
• Impact toughness tests
• Hardness testing
• Crack tip opening displacement (CTOD) testing.
• Bend testing
• Fracture tests
Macroscopic examination
• European Standards for destructive test methods
3.
Qualitative and QuantitativeTests4.1
The following mechanical tests have units and are termed
quantitative tests to measure Mechanical Properties
Tensile tests (Transverse Welded Joint, All Weld Metal)
Toughness testing (Charpy, Izod, CTOD)
Hardness tests (Brinell, Rockwell, Vickers)
The following mechanical tests have no units and are termed
qualitative tests for assessing joint quality
Macro testing
Bend testing
Fillet weld fracture testing
Butt weld nick-break testing
Destructive Testing4.1
Typical Positionsfor Test
Pieces
Specimen Type Position
•Macro + Hardness 5
•Transverse Tensile 2, 4
•Bend Tests 2, 4
•Charpy Impact Tests 3
•Additional Tests 3
WELDING PROCEDURE QUALIFICATION TESTING
2
3
4
5
top of fixed pipe
6.
• Malleability
• Ductility
•Toughness
• Hardness
• Tensile Strength
Ability of a material to
withstand deformation
under static compressive
loading without rupture
Definitions
Mechanical Properties of metals are related to the
amount of deformation which metals can withstand under
different circumstances of force application.
7.
• Malleability
• Ductility
•Toughness
• Hardness
• Tensile Strength
Ability of a material
undergo plastic
deformation under static
tensile loading without
rupture. Measurable
elongation and reduction
in cross section area
Definitions
Mechanical Properties of metals are related to the
amount of deformation which metals can withstand under
different circumstances of force application.
8.
• Malleability
• Ductility
•Toughness
• Hardness
• Tensile Strength
Ability of a material to
withstand bending or the
application of shear
stresses by impact loading
without fracture.
Definitions
Mechanical Properties of metals are related to the
amount of deformation which metals can withstand under
different circumstances of force application.
9.
• Malleability
• Ductility
•Toughness
• Hardness
• Tensile Strength
Measurement of a
materials surface
resistance to indentation
from another material by
static load
Definitions
Mechanical Properties of metals are related to the
amount of deformation which metals can withstand under
different circumstances of force application.
10.
• Malleability
• Ductility
•Toughness
• Hardness
• Tensile Strength
Measurement of the
maximum force required to
fracture a materials bar of
unit cross-sectional area in
tension
Definitions
Mechanical Properties of metals are related to the
amount of deformation which metals can withstand under
different circumstances of force application.
Charpy V-Notch ImpactTest4.5
Objectives:
• measuring impact strength in different weld joint areas
• assessing resistance toward brittle fracture
Information to be supplied on the test report:
• Material type
• Notch type
• Specimen size
• Test temperature
• Notch location
• Impact Strength Value
16.
- 50 0
-20 - 10
- 40 - 30
Ductile fracture
Ductile/Brittle
transition
point
47 Joules
28 Joules
Testing temperature - Degrees Centigrade
Temperature range
Transition range
Brittle fracture
Ductile / Brittle Transition Curve4.6
Three specimens are normally tested at each temperature
Energy absorbed
17.
Impact Energy Joules
RoomTemperature -20oC Temperature
1. 197 Joules
2. 191 Joules
3. 186 Joules
1. 49 Joules
2. 53 Joules
3. 51 Joules
Average = 191 Joules Average = 51 Joules
The test results show the specimens carried out at room
temperature absorb more energy than the specimens carried
out at -20oC
Comparison Charpy Impact Test Results 4.6
18.
Charpy V-notch impacttest specimen4.7
Specimen dimensions according ASTM E23
ASTM: American Society of Testing Materials
Hardness Testing4.10
Definition
• Measurementof resistance of a material against
penetration of an indenter under a constant load
• There is a direct correlation between UTS and
hardness
Hardness tests:
• Brinell
• Vickers
• Rockwell
22.
Hardness Testing 4.10
Objectives:
•measuring hardness in different areas of a welded joint
• assessing resistance toward brittle fracture, cold cracking
and corrosion sensitivity within a H2S (Hydrogen Sulphide)
environment.
Information to be supplied on the test report:
• material type
• location of indentation
• type of hardness test and load applied on the indenter
• hardness value
23.
Vickers hardness tests:
•indentation body is a square based diamond pyramid
(136º included angle)
• the average diagonal (d) of the impression is
converted to a hardness number from a table
• it is measured in HV5, HV10 or HV025
Adjustable
shutters
Indentation
Diamond
indentor
Vickers Hardness Test 4.11
• Hardened steelball of given diameter is subjected for
a given time to a given load
• Load divided by area of indentation gives Brinell
hardness in kg/mm2
• More suitable for on site hardness testing
Brinell Hardness Test 4.11
30KN
Ø=10mm
steel ball
Hardness Testing 4.12
HardnessTest Methods Typical Designations
Vickers 240 HV10
Rockwell Rc 22
Brinell 200 BHN-W
usually the hardest region
1.5 to 3mm
HAZ
fusion line
or
fusion
boundary
Hardness specimens can also be used for CTOD samples
28.
Crack Tip OpeningDisplacement testing 4.12
Test is for fracture toughness
Square bar machined with a notch placed in the
centre.
Tested below ambient temperature at a
specified temperature.
Load is applied at either end of the test
specimen in an attempt to open a crack at the
bottom of the notch
Normally 3 samples
29.
Location: Any stressconcentration area
Steel Type: All steel types
Susceptible Microstructure: All grain structures
Test for Fracture Toughness is CTOD
(Crack Tip Opening Displacement)
Fatigue Fracture4.13
30.
• Fatigue cracksoccur under cyclic stress conditions
• Fracture normally occurs at a change in section, notch
and weld defects i.e stress concentration area
• All materials are susceptible to fatigue cracking
• Fatigue cracking starts at a specific point referred to as
a initiation point
• The fracture surface is smooth in appearance
sometimes displaying beach markings
• The final mode of failure may be brittle or ductile or a
combination of both
Fatigue Fracture4.13
31.
• Toe grinding,profile grinding.
• The elimination of poor profiles
• The elimination of partial penetration welds and weld
defects
• Operating conditions under the materials endurance limits
• The elimination of notch effects e.g. mechanical damage
cap/root undercut
• The selection of the correct material for the service
conditions of the component
Precautions against Fatigue Cracks
Fatigue Fracture
32.
Fatigue fracture occursin structures subject to repeated
application of tensile stress.
Crack growth is slow (in same cases, crack may grow
into an area of low stress and stop without failure).
Fatigue Fracture
Crack growth isslow
It initiate from stress concentration points
load is considerably below the design or yield stress level
The surface is smooth
The surface is bounded by a curve
Bands may sometimes be seen on the smooth surface –
“beachmarks”. They show the progress of the crack front from the
point of origin
The surface is 90° to the load
Final fracture will usually take the form of gross yielding (as the
maximum stress in the remaining ligament increase!)
Fatigue crack need initiation + propagation periods
Fatigue Fracture
Fatigue fracture distinguish features:
35.
Object of test:
•To determine the soundness of the weld zone. Bend
testing can also be used to give an assessment of
weld zone ductility.
• There are three ways to perform a bend test:
Root bend
Face bend
Side bend
Side bend tests are normally carried out on welds over 12mm in thickness
Bend Tests 4.15
36.
Bending test4.16
Types ofbend test for welds (acc. BS EN 910):
Thickness of material - “t”
“t” up to 12 mm
“t” over 12 mm
Root / face
bend
Side bend
37.
Fillet Weld FractureTests 4.17
Object of test:
To break open the joint through the weld to permit
examination of the fracture surfaces
Specimens are cut to the required length
A saw cut approximately 2mm in depth is applied
along the fillet welds length
Fracture is usually made by striking the specimen
with a single hammer blow
Visual inspection for defects
38.
Fracture should breakweld saw cut to root
2mm
Notch
Hammer
Fillet Weld Fracture Tests4.17
39.
This fracture indicates
lackof fusion
This fracture has
occurred saw cut to root
Fillet Weld Fracture Tests 4.17
Lack of Penetration
40.
Nick-Break Test4.18
Object oftest:
To permit evaluation of any weld defects across
the fracture surface of a butt weld.
• Specimens are cut transverse to the weld
• A saw cut approximately 2mm in depth is applied
along the welds root and cap
• Fracture is usually made by striking the specimen with
a single hammer blow
• Visual inspection for defects
41.
Approximately 230 mm
19mm
2 mm
2 mm
Notch cut by hacksaw
Weld reinforcement
may or may not be
removed
Nick-Break Test4.18
42.
Nick Break Test4.18
Inclusions on fracture
line
Lack of root penetration
or fusion
Alternative nick-break test
specimen, notch applied all
way around the specimen
43.
We test weldsto establish minimum levels of mechanical
properties, and soundness of the welded joint
We divide tests into Qualitative & Quantitative methods:
Qualitative: (Have no units/numbers)
For assessing joint quality
Macro tests
Bend tests
Fillet weld fracture tests
Butt Nick break tests
Quantitative: (Have units/numbers)
To measure mechanical properties
Hardness (VPN & BHN)
Toughness (Joules & ft.lbs)
Strength (N/mm2 & PSI, MPa)
Ductility / Elongation (E%)
Summary of Mechanical Testing 4.19