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Failure Diagnosis
Submitted to:
Professor Dr. Abdel Halim ElHabak
Failure of a Rolled Slab
Due to Improper Cooling
Practice
Contents
History
Problem
Analysis
History
• Rolling to final thickness (14 cm) consisted
of three sessions each of which was
performed at 1230°C.
• three slabs were stacked on top of each and
air-cooled to room temperature
Problem
After a stack of three slabs were air-cooled to
room temperature, a transverse crack as long as
76 cm and extending through the entire thickness
was consistently observed in the middle slab. In
contrast, no cracks were detected in either the
top or bottom slabs.
Analysis
Mechanism of Crack
Propagation
Solution
Cause of Failure
Mode of Failure
Stress Required for
Crack Propagation
MaterialVerification
Microstructural
Characterization
Visual Inspection
MaterialVerification
Visual Inspection
Analysis
Visual Inspection
Macrostructure
No evidence for measurable macroscopic plastic
deformation of the failed slab.
Texture
The original crack surface had a texture different
from that produced by the final separation.
Analysis
Visual Inspection
Chevron marks
were distinguished on the original crack surface
along the thickness of the slab
Material Verification
Analysis
Material Verification
Chemical
composition of
the alloy
Ni- (26–30)%Mo-2%Fe-1%Cr-1%Co-1%Si-1%Mn-
0.02%C
Chemical analysis
of the failed slab
Ni-26.94%Mo-0.7%Fe- 0.31%Cr-0.1%Mn-0.02%Si-
0.003C
Similar results were obtained for the top and bottom slabs ruling out any deviation from the
specified composition as a contributory factor to the failure.
Stress Analysis
The only applied stress is a bearing stress* resulting from the slab weight;
Only the middle and bottom slabs are acted upon by a bearing stress
(compressive stress) and that the bearing stress acting on the bottom slab is
twice that acting on the middle slab.
If the alloy density is ρ and the width, length, and thickness of the slab are
w, l, and t, respectively, the bearing stress σв acting on the middle slab is given
by:
12/15/2016Material Science
13
σв = (wltρ)/wl= tρ
Analysis
Stress Analysis
*Bearing stress
12/15/2016Material Science
14
bearing area = wl
ClarificationAnalysis
Stress Analysis
*where wl is the bearing area.
*Given that
ρ of the alloy is 9.22 g/cm³
t= 13.97 cm
∴the bearing stress acting on the middle slab was
∴And the bearing stress acting on the bottom slab was:
12/15/2016Material Science
15
σв = (wltρ)/wl= tρ
σв = (9.22)* (13.97) = 124 MPa
2*σв =248 MPa
Analysis
Stress Analysis
Analysis
Stress Analysis
Both the middle and bottom slabs were cooled under the
influence of bearing stresses.
Middle slab was sandwiched between the top and bottom
slabs, it would be expected to cool at a slower rate.
Analysis
Stress Analysis
During cooling, both the middle and bottom slabs tend to plastically deform
at those temperatures where the applied bearing stress exceeds the yield
strength
For example @ 1095°C, the tensile yield strength (Sy) of the material is 55
MPa, while @ 980°C, the yield strength is increased to 110 MPa
Note: When the yield strength exceeds the bearing stress with continued cooling, the
deformation becomes only elastic.
Analysis
Stress Analysis
Like in compression test the frictional forces will restrict deformation in the
surface layers of middle and bottom slabs forming tensile stresses
perpendicular to their cross sectional area which is maximum at the mid-
length. From the above analysis the crack was initiated with the help of the
tensile stress reaching it is maximum value at the mid-length.
Analysis
Stress Analysis
As the bearing stress on the bottom slab is greater than that of the bottom so
the tensile stress will be also greater but the bottom slab did not fail so the
magnitude of the tensile stress would not be the only cause of the failure of the
middle slab and that another factor must have been involved.
Microstructural
Characterization
Analysis
Microstructural Characterization
Light Optical
Metallography
X-ray Diffraction
FCC phase
Tetragonal
structure
(Ni4Mo)
Tetragonal Structure (Ni4Mo)
Ni₄Mo constituted about 85% by volume of the middle slab
870°C
29.1 wt% Mo
Disordered solid solution above
this temperature
the alloy undergoes a generalized long range ordering reaction resulting in the
transformation of the fcc phase into an ordered tetragonal structure (Ni4Mo).
below this temperature
less than
29.1wt% Mo
Ni₄Mo precipitates from the parent fcc phase
during cooling.
Analysis
Microstructural Characterization Examination by transmission
electron microscopy
binary
Ni-Mo
system
Analysis
Microstructural Characterization
Experiments show that an exposure of the slab material for
only
10 min at 760°C reduces the tensile ductility from 55 to 3%
corresponding to an increase in hardness from Rb 98 to Rc 34
and a corresponding increase in yield strength from 400 MPa
to 772 MPa.
Slower cooling rate
Precipitation of Ni₄Mo
The middle slab
was severely
embrittled
Analysis
Microstructural Characterization
MECHANISM OF
CRACK PROPAGATION
Analysis
Mechanism of Crack Propagation
Source of weakening
Creep
deformation
Precipitation
of embrittling
phases
Analysis
Mechanism of Crack Propagation
Fractography revealed that the cracks developed in the middle slab had propagated
by an intergranular mechanism.
Intergranular fracture:
Crack propagation is
along grain boundaries
(grain boundaries are
weakened or
embrittledby impurities
segregation etc.)
STRESS REQUIRED FOR
CRACK PROPAGATION
Consistent with the results of microstructural characterization, this indicated that the
middle slab
became defective by slow cooling, resulting in the precipitation of Ni4Mo and
corresponding loss of ductility
Analysis
Stress Required for Crack Propagation
Why the bottom slab did not fail!
MODE OF FAILURE
Analysis
Mode of Failure
The middle slab was intergranular
embrittlement, resulting in cracking
under the influence of induced tensile
stresses.
CAUSE OF FAILURE
Analysis
Cause of Failure
Based upon experimental observations, the cause of
failure was the relatively slow cooling rate of the middle
slab as a result of being sandwiched between the top and
bottom slabs.This made the middle slab defective by
extensive precipitation of the embrittling Ni4Mo phase
SOLUTION
Never stack slabs of the alloy on top of
each other to avoid slow cooling of the
middle slabs.
Produced by (sec1)
Ibrahim Ahmed Mohammed (1)
Ibrahim Abd elFatah Ali (2)
Ibrahim Magdy Ibrahim (3)
Abo Baker Eid Hamed (4)
Ahmed Ashraf Mohammed (5)
Ahmed Akram Mohammed (6)
Ahmed Elsayed Hamed (7)
Ahmed Elsayed Mohammed (8)
Ahmed Ehab Moustafa Ahmed (9)
Ahmed Gamal Sayed Hessen (10)
THANKS FOR
ATTENTION
Material (Failure Diagnosis)

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Material (Failure Diagnosis)

  • 2. Failure of a Rolled Slab Due to Improper Cooling Practice
  • 4. History • Rolling to final thickness (14 cm) consisted of three sessions each of which was performed at 1230°C. • three slabs were stacked on top of each and air-cooled to room temperature
  • 5. Problem After a stack of three slabs were air-cooled to room temperature, a transverse crack as long as 76 cm and extending through the entire thickness was consistently observed in the middle slab. In contrast, no cracks were detected in either the top or bottom slabs.
  • 6. Analysis Mechanism of Crack Propagation Solution Cause of Failure Mode of Failure Stress Required for Crack Propagation MaterialVerification Microstructural Characterization Visual Inspection MaterialVerification
  • 8. Analysis Visual Inspection Macrostructure No evidence for measurable macroscopic plastic deformation of the failed slab. Texture The original crack surface had a texture different from that produced by the final separation.
  • 9. Analysis Visual Inspection Chevron marks were distinguished on the original crack surface along the thickness of the slab
  • 11. Analysis Material Verification Chemical composition of the alloy Ni- (26–30)%Mo-2%Fe-1%Cr-1%Co-1%Si-1%Mn- 0.02%C Chemical analysis of the failed slab Ni-26.94%Mo-0.7%Fe- 0.31%Cr-0.1%Mn-0.02%Si- 0.003C Similar results were obtained for the top and bottom slabs ruling out any deviation from the specified composition as a contributory factor to the failure.
  • 13. The only applied stress is a bearing stress* resulting from the slab weight; Only the middle and bottom slabs are acted upon by a bearing stress (compressive stress) and that the bearing stress acting on the bottom slab is twice that acting on the middle slab. If the alloy density is ρ and the width, length, and thickness of the slab are w, l, and t, respectively, the bearing stress σв acting on the middle slab is given by: 12/15/2016Material Science 13 σв = (wltρ)/wl= tρ Analysis Stress Analysis
  • 14. *Bearing stress 12/15/2016Material Science 14 bearing area = wl ClarificationAnalysis Stress Analysis
  • 15. *where wl is the bearing area. *Given that ρ of the alloy is 9.22 g/cm³ t= 13.97 cm ∴the bearing stress acting on the middle slab was ∴And the bearing stress acting on the bottom slab was: 12/15/2016Material Science 15 σв = (wltρ)/wl= tρ σв = (9.22)* (13.97) = 124 MPa 2*σв =248 MPa Analysis Stress Analysis
  • 16. Analysis Stress Analysis Both the middle and bottom slabs were cooled under the influence of bearing stresses. Middle slab was sandwiched between the top and bottom slabs, it would be expected to cool at a slower rate.
  • 17. Analysis Stress Analysis During cooling, both the middle and bottom slabs tend to plastically deform at those temperatures where the applied bearing stress exceeds the yield strength For example @ 1095°C, the tensile yield strength (Sy) of the material is 55 MPa, while @ 980°C, the yield strength is increased to 110 MPa Note: When the yield strength exceeds the bearing stress with continued cooling, the deformation becomes only elastic.
  • 18. Analysis Stress Analysis Like in compression test the frictional forces will restrict deformation in the surface layers of middle and bottom slabs forming tensile stresses perpendicular to their cross sectional area which is maximum at the mid- length. From the above analysis the crack was initiated with the help of the tensile stress reaching it is maximum value at the mid-length.
  • 19. Analysis Stress Analysis As the bearing stress on the bottom slab is greater than that of the bottom so the tensile stress will be also greater but the bottom slab did not fail so the magnitude of the tensile stress would not be the only cause of the failure of the middle slab and that another factor must have been involved.
  • 21. Analysis Microstructural Characterization Light Optical Metallography X-ray Diffraction FCC phase Tetragonal structure (Ni4Mo)
  • 22. Tetragonal Structure (Ni4Mo) Ni₄Mo constituted about 85% by volume of the middle slab
  • 23. 870°C 29.1 wt% Mo Disordered solid solution above this temperature the alloy undergoes a generalized long range ordering reaction resulting in the transformation of the fcc phase into an ordered tetragonal structure (Ni4Mo). below this temperature less than 29.1wt% Mo Ni₄Mo precipitates from the parent fcc phase during cooling. Analysis Microstructural Characterization Examination by transmission electron microscopy binary Ni-Mo system
  • 24. Analysis Microstructural Characterization Experiments show that an exposure of the slab material for only 10 min at 760°C reduces the tensile ductility from 55 to 3% corresponding to an increase in hardness from Rb 98 to Rc 34 and a corresponding increase in yield strength from 400 MPa to 772 MPa.
  • 25. Slower cooling rate Precipitation of Ni₄Mo The middle slab was severely embrittled Analysis Microstructural Characterization
  • 27. Analysis Mechanism of Crack Propagation Source of weakening Creep deformation Precipitation of embrittling phases
  • 28. Analysis Mechanism of Crack Propagation Fractography revealed that the cracks developed in the middle slab had propagated by an intergranular mechanism. Intergranular fracture: Crack propagation is along grain boundaries (grain boundaries are weakened or embrittledby impurities segregation etc.)
  • 30. Consistent with the results of microstructural characterization, this indicated that the middle slab became defective by slow cooling, resulting in the precipitation of Ni4Mo and corresponding loss of ductility Analysis Stress Required for Crack Propagation Why the bottom slab did not fail!
  • 32. Analysis Mode of Failure The middle slab was intergranular embrittlement, resulting in cracking under the influence of induced tensile stresses.
  • 34. Analysis Cause of Failure Based upon experimental observations, the cause of failure was the relatively slow cooling rate of the middle slab as a result of being sandwiched between the top and bottom slabs.This made the middle slab defective by extensive precipitation of the embrittling Ni4Mo phase
  • 36. Never stack slabs of the alloy on top of each other to avoid slow cooling of the middle slabs.
  • 37. Produced by (sec1) Ibrahim Ahmed Mohammed (1) Ibrahim Abd elFatah Ali (2) Ibrahim Magdy Ibrahim (3) Abo Baker Eid Hamed (4) Ahmed Ashraf Mohammed (5) Ahmed Akram Mohammed (6) Ahmed Elsayed Hamed (7) Ahmed Elsayed Mohammed (8) Ahmed Ehab Moustafa Ahmed (9) Ahmed Gamal Sayed Hessen (10)