crack shape evolution william t. riddell civil and environmental engineering
TRANSCRIPT
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Crack Shape Evolution
William T. Riddell
Civil and Environmental Engineering
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Outline
• Introduction• Work by Mahmoud –
the PPP.• Beyond the PPP
– Complex crack shapes– Non-planar cracks.
• Summary and Conclusions.
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Key References
• Mahmoud [EFM 1988a]• Mahmoud [EFM 1988b]• Mahmoud [EFM 1990]• Mahmoud [EFM 1992]• Gera and Mahmoud [EFM 1992]
• Newman and Raju [NASA TM 1979, EFM 1988]
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Simple Question
• How can we quantify the evolution of a crack shape?
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Cracked Configuration
• Crack size and shape defined by a and c• Remaining crack front interpolated as elliptical quadrants• Bending and uniform tension loading considered
a
c
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Simulating Crack GrowthAssume a cyclic
load history
Assume initial a, c
Calculate K()
Calculate Ka and Kc
Calculate a and c
Update a and c
Newman and Raju
Paris model
4 different approaches
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time
0.0 0.2 0.4 0.6 0.8 1.0
cra
ck le
ngt
h/d
ep
th
0
1
2
3
4
crack depthcrack width
Crack Lengths vs Time
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time
0.0 0.2 0.4 0.6 0.8 1.0
crac
k le
ngth
/dep
th
0
1
2
3
4
crack depthcrack width
Crack Lengths vs Time
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time
0.0 0.2 0.4 0.6 0.8 1.0
crac
k le
ngth
/dep
th
0
1
2
3
4
crack depthcrack width
Crack Lengths vs Time
• a and c define size and shape for semi-elliptical cracks
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Outline
• Introduction
• Work by Mahmoud – the PPP.
• Beyond the PPP– Complex crack shapes– Non-planar cracks.
• Summary and Conclusions.
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Simulating Crack GrowthAssume a cyclic
load history
Assume initial a, c
Calculate K()
Calculate Ka and Kc
Calculate a and c
Update a and c
Newman and Raju
Paris model
4 different approaches
• Mahmoud reformulated so time was not explicitly in formulation• a/t (size) and a/c (shape) remaining variables.
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Resulting Differential Equation
da
dt= F(a,c)
dc
dt= G(a,c)
a(to) = ao
c(to) = co
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Resulting Differential Equation
da
dt= F(a,c)
dc
dt= G(a,c)
a(to) = ao
c(to) = co
da
dc=
F(a,c)
G(a,c)
a(to) = ao
a/c(to) = ao/co
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Evolution of Crack Shape
a/t
0.0 0.2 0.4 0.6 0.8 1.0
a/c
0.0
0.2
0.4
0.6
0.8
1.0
1.2
1.4
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Other initial sizes and shapes
Col 1 vs Col 2
a/t
0.0 0.2 0.4 0.6 0.8 1.0
a/c
0.0
0.2
0.4
0.6
0.8
1.0
1.2
1.4
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Col 1 vs Col 2
a/t
0.0 0.2 0.4 0.6 0.8 1.0
a/c
0.0
0.2
0.4
0.6
0.8
1.0
1.2
1.4
Preferred Propagation Pattern
• Cracks evolve toward same path, regardless of initial size and shape
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Mahmoud’s Idea Mathematicized• System is autonomous,
i.e., equations do not explicitly contain t.
• The a-c plane is the phase plane
• Curve developed by solution to equations is a trajectory
• Mahmoud’s equations are asymptotically stable.
da
dt= F(a,c)
dc
dt= G(a,c)
a(to) = ao
c(to) = co
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Mahmoud’s Idea Mathematicized• System is autonomous,
i.e., equations do not explicitly contain t.
• The a-c plane is the phase plane
• Curve developed by solution to equations is a trajectory
• Mahmoud’s equations are asymptotically stable.
da
dt= F(a,c)
dc
dt= G(a,c)
a(to) = ao
c(to) = co
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Mahmoud’s Idea Mathematicized• System is autonomous,
i.e., equations do not explicitly contain t.
• The a-c plane is the phase plane
• Curve developed by solution to equations is a trajectory
• Mahmoud’s equations are asymptotically stable.
da
dt= F(a,c)
dc
dt= G(a,c)
a(to) = ao
c(to) = co
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Mahmoud’s Idea Mathematicized• System is autonomous,
i.e., equations do not explicitly contain t.
• The a-c plane is the phase plane
• Curve developed by solution to equations is a trajectory
• Mahmoud’s equations are asymptotically stable.
da
dt= F(a,c)
dc
dt= G(a,c)
a(to) = ao
c(to) = co
![Page 21: Crack Shape Evolution William T. Riddell Civil and Environmental Engineering](https://reader036.vdocuments.net/reader036/viewer/2022062618/5514b66a550346d36e8b643a/html5/thumbnails/21.jpg)
Mahmoud’s Idea Mathematicized• System is autonomous,
i.e., equations do not explicitly contain t.
• The a-c plane is the phase plane
• Curve developed by solution to equations is a trajectory
• Mahmoud’s equations are asymptotically stable.
da
dt= F(a,c)
dc
dt= G(a,c)
a(to) = ao
c(to) = co
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So What?• You do not have a chance of predicting
crack growth rate if you do not know crack shape.
• There is significantly less variation in the way that crack shape evolves, compared to crack growth rate.
• Comparison of crack shape evolution is one way to evaluate the accuracy of a crack growth simulation.
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Quantification of Error• Defined residual Ri
• Compare predicted and observed evolution of shape.
• Evaluate 4 different ways to find KA and KC
• Evaluated empirical relationships from Portch [1979], Kawahara and Kurihara [1975], and Iida [17].
Ri = pred. (a/c)i – obs. (a/c)i
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Extract Values of K
• Value at specific
a
c
a
c
• Weighted average over
• Reduce Kc by a factor
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Refined Question
• How can crack shape be quantified?– Graphically describe evolution as 2D problem
in phase plane– Quantify differences between predicted and
observed shapes.
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Mahmoud’s Conclusions• PPP’s depend on Paris exponent, m.
• PPP change as loading ranges from pure tension to pure bending.
• Point values with factor best overall prediction.
• Kawahara and Kurihara’s equation best of three empirical equations considered.
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Outline
• Introduction
• Work by Mahmoud – the PPP.
• Beyond the PPP– Complex crack shapes– Non-planar cracks.
• Summary and Conclusions.
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More Complex Planar Cracks
• 4 point bend specimens• Off-center initial notch
76.2 mm
61.3 mm50.8 mm
304.8 mm
C
C
p = 51.1 kNR = 0.214
bottom view
side view
Edge AEdge B
Section C-C
cracktip 2
cracktip 1
12.9mm
a1 a2
38.1 mm
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Crack Shape Evolution
• Crack size and shape not easily characterized by two values
B
cracktip 1 crack
tip 2
A
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Crack Lengths vs Cycles
• Crack lengths defined as distance traveled by crack tip
cracktip 1 crack
tip 2
a1 a2
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Crack Shape Evolution
• Slight divergence in crack shape
• Small variation compared to rates
cracktip 1 crack
tip 2
a1 a2
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Extension to Complex Shapes
• Concept of PPP applies to the shape of planar cracks, not just 2 crack lengths.
• Concept of phase plane is useful, even when 2 DOF do not completely characterize crack shape.
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Non-Planar Crack Growth
• Tests by Pook and Greenan [1984]
Side View
Bottom View25 mm
360 mm
75 mm25 mm
300 mm
P = 18 to 79 kNR = 0.1
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• 3D Simulations compared to Pook’s data
Experiments and Simulations
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3D concept of PPP
• L.P. Pook “On Fatigue Crack Paths,” IJF 1995– There can exist a surface that attracts crack
growth
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Non-Planar Crack Growth
• Initial notch at angle to principal stresses
76.2 mm
61.3 mm50.8 mm
304.8 mm
C
C
p = 51.1 kNR = 0.214
bottom view
side view
Edge AEdge B Section C-C
cracktip 2
cracktip 1
12.9mm
a1 a2
38.1 mm
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Photo of Resulting Face
• Factory roof facets near top of initial notch
A B
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Path of Crack Tips
• Good agreement for crack tip path.• Not much progress toward attracting surface
until crack tips pass edges and crack becomes a through crack.
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Application to Non-Planar Cracks
• Attracting surface and phase plane both useful concepts.
• Even though its very hard to quantify non-planar crack shape, 2 DOF can help evaluate simulations.
• Both PPP and Attracting Surface describe tendency for cracks to evolve certain ways, despite initial crack size and shape.
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Outline
• Introduction
• Work by Mahmoud – the PPP.
• Beyond the PPP– Complex crack shapes– Non-planar cracks.
• Summary and Conclusions.
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Summary and Conclusions• Mahmoud presented concept of PPP for
evolution of aspect ratio for a cracked configuration.
• This is an example of an autonomous system that is asymptotically stable. – there are rules for stability based on eigenvalues.
• PPP can be used to evaluate fidelity of simulations when compared to experiments.
• Concept of a-c phase plane is useful for more complex geometries as well.
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Summary and Conclusions
• Pook presented concept of attracting surface for non-planar crack growth.
• Attracting surface is straightforward to visualize under symmetric load cases.
• Under some real cases, crack growth is non-planar. The attracting surface is less obvious here.
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Parting Question
• There is a mathematical way to show Mahmoud’s PPP are asymptotically stable.
• Is there an analogous way to identify, define, or show an attracting surface exists?