validation of stress intensity solutions of complex ... of stress intensity solutions of complex...
TRANSCRIPT
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Global Strike Systems
F-22 Program
Lockheed Martin Corporation The Boeing Company F-22 Program Proprietary
Validation of Stress Intensity Solutions of Complex Structural
Details
ASTM Workshop on Verification and Validation of Solid Mechanics and Life Prediction Software
Phoenix, Arizona
May 2012
Jeffrey Bunch, The Boeing Company Pete Caruso, Lockheed Martin Aeronautics Company
Robert Bair, U.S. Air Force F-22 Program Office
Distribution Statement D: Distribution is authorized by the Department of Defense and their contractors for Administrative or Operational Use.
(Distribution approved for Public Release 5/16/2012 88ABW‐2012‐2829). Other requests for this document shall be referred to ASC/WWUE, Building
553, 2725 C Street Wright-Patterson AFB, OH 45433-7424
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F-22 Program
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Objective
Verify stress intensity factors computed from crack growth analysis codes
ASME V&V 10-2006
Coupon Tests
Element Tests
Sub-Component
Tests
Component Tests
Full Scale
Test
Mil-Std-1530C
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F-22 Program
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Background F22 Full Scale Fatigue Test
• Cracking of the lower fillet radius observed at the wing attach lugs during the Full Scale Fatigue Test (FSFT).
• The FSFT did not provide any data for verification and validation of crack growth models
• Cracks were repaired or blended away to preserve the FSFT
• Therefore no crack growth data were collected for model validation
Frame 2
Frame 3
Frame 4
Frame 5
Frame 6
Cracks of interest occurred at the lower
fillet radius (not at the bore)
Electron Beam
Weld Line
Material:
Ti-6Al-4V Beta
Annealed
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Correlation Approaches for Single Datum
Cra
ck
Le
ng
th
Time
Total time to observed crack size
Back caculate crack growth curve from end point to establish an equivalent initial flaw size (EIFS).
EIFS
Shape of crack growth curve could not be validated from full scale test
due to the lack of intermediate crack observations
Cra
ck
Le
ng
th
Time
Crack Nucleation
Crack Growth
Total time to observed crack size
Uncertainty in total correlation ompounded by uncertainty in both crack initiation and crack growth
Stress based correlation factor (time to nucleate + grow crack)
Crack growth based equivalent initial flaw sizes (EIFS)
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Experimental Setup
Design and test “simple” specimen that replicates stress gradient and is similar in configuration to actual component
Constant amplitude tests
Spectrum fatigue tests
Calibrate analysis methodology
Test full scale components simulating wing bending spectrum loading
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Test Specimen Configurations
Lug Element Specimen
Representative geometry
~ ½ scale of frame 2 (FS 657)
Relatively simple loading fixture
18 spectrum fatigue specimens at 3 different load levels
3 constant amplitude fatigue test specimens
Specimens visually monitored for crack initiation with 40x microscope
Crack growth monitored on both faces until longest crack measured 0.5”
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Test Specimen Configurations
4 Full scale component frames test articles
2 configurations
– Frame 2 upper fillet radius of lower lug
– Frame 4 lower fillet radius of lower lug
1 specimen each:
– Naturally initiated crack
– EDM notch
Cracks detected and monitored by multiple NDI techniques
– Eddy current
– Fluorescent Penetrant Inspection
– Digital microscope (primary method to measure crack length)
All Frames produced to aircraft production standards
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0.0
0.2
0.4
0.6
0.8
1.0
1.2
0.0 0.2 0.4 0.6
No
rma
lize
d s
tre
ss
Distance from Peak Stress Location (inches)
Full Scale Test Specimen
Lug Element Specimen
Test Specimen Configurations
• The relative small size of the lug elements
facilitated a larger test matrix and ease of
handling and a
• Stress gradients in the critical zones were
compared to full scale components to assure
similarity between specimen configurations
~255
mm
~1.3m
~220 kg
~26 kg
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2 Full Scale Component Geometries tested
• Upper fillet of Frame 2 provided unique critical detail and analysis challenge
• 1 specimen tested, naturally initiated crack monitored to obtain data
• 1 specimen tested with edm notch to obtain damage tolerance data
• Lower fillet of Frame 4 representative of all lower fillet radii
• 1 specimen tested from naturally intiated crack monitored to obtain crack growth data
• 1 specimen tested with edm notch to obtain damage tolerance data
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Test Matrix
Test Type Load
Spectrum
Reference
Stress
# Data collected
Element Constant
Amplitude
3 Initiation and Growth
Element Spectrum 6 Initiation and Growth
Element Spectrum 6 Initiation and Growth
Element Spectrum 6 Initiation and Growth
Frame 2 Component Spectrum 1 Initiation and Growth
Frame 4 Component Spectrum 1 Initiation and Growth
Frame 4 Component Spectrum 1 Growth from EDM notch
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Analysis: Crack Growth Program
In-House source code used to compute lives
Retardation moded: Modified Generalized Willenborg model
da/dN equation: Tabular lookup of digitized da/dN curve
Program contains library of geometric details for computing stress intensity factors
solutions based on accepted and validated sources (e.g. Kathirisen and Brussat, Newman and Raju, etc.)
Effects of stress gradient accounted for using Green’s function to generate beta-modification factors
A1 T
B A2
σA2(y) σA1(x)
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Lug Element Test Results
Results for 18 specimens grouped by stress level
Variability in crack size when naturally initiated cracks detected affect direct comparisons
A1
A2 Face
Side
Face
Side
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Test Results
Test results element tests typically did not match
Neither the end point or the shape of the curve were accurately predicted
Analysis does not predict results
0.0
0.1
0.2
0.3
0.4
0.5
0.6
0 0.2 0.4 0.6 0.8 1 1.2 1.4 1.6C
rac
k L
en
gth
(in
)Lifetimes
(1 Life = 8000 flt hrs)
Test
Prediction
Data for lug element specimen "LE-10"
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Full Scale Component Results
3.02.52.01.51.00.50.0
35
30
25
20
15
10
5
0
Crack Growth Life
Cra
ck A
1 (
mm
)
Frame 2, Upper Fillet
Frame 4, EDM Notch at Lower Fwd Fillet
Frame 4, Lower Aft Fillet
Frame 4, Lower Fwd Fillet
Full Scale Components Crack A1 vs Crack Growth Life
Full scale component results from 3 test articles
Frame 4 crack initiation test article naturally initiated 2 cracks
Each crack monitored separately
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Analysis of Test Data
Data assessed by plotting growth rate per flight hour (da/dF) vs DK curves
Analogous to da/dN curves
Curves are specific to Material and load spectrum
Independent of test article geometry
d
a/d
F (L
en
gth
/Flig
ht H
r)
Reference Stress Intensity Factor
Spectrum da/dF Curve
Ti-6Al-4V Beta Annealed Forging
Wing Bending Spectrum
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Predicted crack growth curve shape does not match test results
Consistent behavior observed for lug element and full scale test articles
1.E-10
1.E-09
1.E-08
1.E-07
1.E-06
1.E-05
1.E-04
10.0 100.0
Spec
tru
m C
rack
Gro
wth
Rat
e (m
/flt
-hr)
Reference Stress Intensity Factor (Mpa√m)
Frame 4, EDM notch at lwr fwd fillet, A1
Frame 4, EDM Notch at Lwr Fwd Fillet, A2
Frame 4, Lower Aft Fillet, A1
Frame 4, Lower Aft Fillet, A2
Frame 4, Lower Fwd Fillet, A1
Frame 4, Lower Fwd Fillet, A2
Frame 4, Lwr Fillet Predicted da/dF
For given low value of stress
intensity predicted growth
rates are slower than test
For larger stress intensities,
predicted growth rates are faster
than test.
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Ratio of Test Derived Stress Intensity Factors to analytical Stress Intensity Factors
0.0
0.5
1.0
1.5
2.0
2.5
3.0
0.0 5.0 10.0 15.0 20.0
Kte
st/K
an
aly
tical
Crack Length (mm)
Ratio of Ktest/Kanalytical for Lug Element Specimens
A1 Crack Segment @ 780 MPa
A2 Crack Segment @ 780 MPa
A1 Crack Segment @ 867 MPa
A2 Crack Segment @ 867 MPa
A1 Crack Segment @ 954 MPa
A2 Crack Segment @ 938 MPa
All Frame 4 A1 Crack Segment
All Frame 4 A2 Crack Segments
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Comparisons with Simpler geometry
Open hole specimen in uniaxial tension
From previous tests and analysis of a common geometry and same material and similar load spectrum
Good agreement between test and prediction
Basic stress intensity solutions are accurate
Eliminates issues regarding retardation model
A1
A2
0.0
10.0
20.0
30.0
40.0
50.0
60.0
70.0
80.0
90.0
0.0 5.0 10.0 15.0
Str
ess I
nte
nsit
y F
acto
r (
MP
a√m
)
Crack Length (mm)
Stress Intensity Comparison for Assessement of Crack From a Hole in Finite Width
Plate
Boundary Element, A1
Stress Intensity Library, A1
Boundary Element, A2
Stress Intensity Library, A1
0.0
2.0
4.0
6.0
8.0
10.0
12.0
14.0
16.0
0.0 1.0 2.0 3.0
Cra
ck
Le
ng
th (
mm
)
Blocks
Crack Growth Result Comparison
Boundary Element, A1
Stress Intensity Library, A1
Boundary Element, A2
Stress Intensity Library
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Lug Element Tests with Constant Amplitude Loading
Test derived Stress Intensity Factors for constant amplitude specimens follow same trend as for spectrum tests.
A1
A2 Face
Side
Face
Side
0.0
0.5
1.0
1.5
2.0
2.5
3.0
0.0 5.0 10.0 15.0 20.0
Kte
st/K
an
aly
tical
Crack Length (mm)
Ratio of Ktest/Kanalytical for Constant Amplitude Lug Element Test Specimens
A1 Crack Segment, Constant Amplitude Lug Element
A2 Crack Segment, Constant Amplitude Lug Element
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Boundary Element Model for Lug Element
Boundary Condition: fix at the
4 clamping bolt locations
Loading: load in the lug bore
Initial Mesh w/o crack
Mesh w/ crack
(local auto remesh)
Mesh on the crack surface
(auto remesh)
(minimum mesh size ~0.005”)
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Lug Element Test Results
Stress Intensity factors from Boundary Element Code Closely match test derived factors
0.0
10.0
20.0
30.0
40.0
50.0
60.0
70.0
80.0
0.00 0.10 0.20 0.30 0.40 0.50
Str
ess I
nte
nsit
y,
K(A
1)
Crack Length Along Specimen Side, A1 (inches)
Test Derived (6 specimens), 138 ksi
BEASY, LE-10, 138 ksi
0.0
10.0
20.0
30.0
40.0
50.0
60.0
70.0
80.0
0.00 0.20 0.40 0.60 0.80
Str
ess I
nte
nsit
y,
K(A
2)
Crack Length Along Specimen Face, A2 (inches)
Test Derived (6 specimens), 138 ksi
BEASY, LE-10, 138 ksi
Similar results for tests conducted at 125 and 113 ksi
a
cA1
A2
Some deviation at
small crack lengths
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Beta factors for small crack effect
y = 40925x4 - 12738x3 + 1461.9x2 - 75.357x + 2.5618
0.0
0.5
1.0
1.5
2.0
2.5
0 0.02 0.04 0.06 0.08 0.1
crack size (in)
Beta
Facto
r
Empirical “Short Crack” Beta Test Factor Derived from Lug Element Tests For cracks < 2.54 mm (0.1”), a correction was applied to account
for short crack effects
Necessary to match growth rates for cracks small cracks
Beta factors used to modify the stress intensity factor for small cracks derived from evaluation of lug element specimens
For Ti-6Al-4V Beta Annealed, 2.54 mm (0.1”) is approximately 2 to 3 grain diameters. A range where microstructural features can strongly influence crack growth.
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Results for Lug Element Test Validation of BEASY on Lug Element Test Specimens
0.0
0.1
0.1
0.2
0.2
0.3
0.3
0.4
0.4
0.5
0.5 0.7 0.9 1.1 1.3 1.5 1.7
Lifetimes
Cra
ck L
en
gth
(in
)
Test Results
Pre-Test Predictions
Pred. with BEASY
Post Test Correlation
Pre-test prediction using
Green’s function methods
“Post-diction” forcing
prediction to match test Prediction of test results
using BEASY
Crack growth predictions using stress intensity factors from the boundary element analysis match test results
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Area of concern
Models for Full Scale Components
Frame 4
Frame 2
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K1 vs Crack Length, Forward Fillet Crack
0
20
40
60
80
100
0 0.1 0.2 0.3 0.4 0.5 0.6 0.7
A2 (in)
K (
ksi*
sq
rt(i
n))
w / beta_str beasy
K1 vs Crack Length, Forward Fillet Crack
0
20
40
60
80
100
0 0.1 0.2 0.3 0.4 0.5 0.6
A1 (in)
K (
ksi*
sq
rt(i
n))
w / beta_str beasy
Stress intensity factors
derived using current
method higher than those
obtained from BEASY
Frame 4 Component Test Results, Forward Crack
Frm4 D5, Forward Fillet Crack
0.0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
15000 20000 25000 30000 35000 40000
Unfactored Life (hours)
A2 (
in)
testing w/ beta_str w/ beta_beasy
1.0 2.0 3.0 4.0 5.0
Test Lifetimes
Frm4 D5, Forward Fillet Crack
0.0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
15000 20000 25000 30000 35000 40000
Unfactored Life (hours)
A1 (i
n)
testing w/ beta_str w/ beta_beasy
1.0 2.0 3.0 4.0 5.0
Test Lifetimes
Forward
Aft
Predictions using BEASY
derived stress intensities
closely match test results
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K1 vs Crack Length, Aft Fillet Crack
0
20
40
60
80
0 0.1 0.2 0.3 0.4 0.5 0.6
A1 (in)
K (
ksi*
sq
rt(i
n))
w / beta_str Beasy
K1 vs Crack Length, Aft Fillet Crack
0
20
40
60
80
100
0 0.1 0.2 0.3 0.4 0.5 0.6
A2 (in)
K (
ksi*
sq
rt(i
n))
w / beta_str Beasy
Analysis using BEASY
Derived Beta Factors
PREdict both the shape and
the end point of the crack
growth curve for the frame
4 specimen
Frame 4 Component Test Results, Aft Fillet Crack
1.0 2.0 3.0 4.0 5.0
Test Lifetimes
Frm4 D5, Aft Fillet Crack
0.0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
15000 20000 25000 30000 35000 40000
Unfactored Life (hours)
A2
(in
)
testing w/ beta_str w/ beta_beasy
Frm4 D5, Aft Fillet Crack
0.0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
15000 20000 25000 30000 35000 40000
Unfactored Life (hours)
A1
(in
)
testing w/ beta_str w/ beta_beasy
1.0 2.0 3.0 4.0 5.0
Test Lifetimes
Forward
Aft
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Comparison of Frame 4 Component Test Crack Growth Results
0.0
5.0
10.0
15.0
20.0
25.0
0.0 0.5 1.0 1.5 2.0 2.5
Cra
ck L
en
gth
(m
m)
Test Lifetimes
Crack Growth Predictions Using Boundary Element Model (BEM) Stress Intensity Factors Compared to Test Results
Prediction with BEM Stress Intensities, Specimen 4C, A1 Crack Segment
Prediction with BEM Stress Intensities, Specimen 4C, A2 Crack Segment
Specimen 4C Measurements, A1 Crack Segment
Specimen 4C Measurements, A2 Crack Segment
Specimen 5D Measurements, A1 Crack Segment
Specimen 5D Measurements, A2 Crack Segment
Frame 4 component crack growth
test results.
Specimen 5D – naturally initiated
crack
Specimen 4C – Crack from EDM
flaw
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Frame 2 Upper Fillet Analytical Results and Test Correlation
Analytical results are from crack growth analysis with different stress intensity solutions:
• Predictions using the original method with Green’s Function
• Predictions using stress intensities from boundary element analysis and a
1.27 mm x 1.27mm (0.05”x0.05”) initial flaw
• Predictions using stress intensities from boundary element analysis and a
2.84mm x 2.41 mm (0.112”x0.095”) initial flaw to match the initial observed flaw from test
0.0
10.0
20.0
30.0
40.0
1 1.5 2 2.5 3 3.5 4
A1 C
rack
Leng
th
(mm
)
Test Lifetimes
Frm2 Specimen 7A, Upper Fillet Crack
0.0
5.0
10.0
15.0
20.0
25.0
1 1.5 2 2.5 3 3.5 4
A2 C
rack
Leng
th
(mm
)
Test Lifetimes
Frm2 Specimen 7A, Upper Fillet Crack
0.0
20.0
40.0
1 1.5 2 2.5 3 3.5 4A2 (m
m)
Test Lifetimes
Frm2 Specimen 7A, Upper Fillet Crack
Test Results
Prediction with Green's Function
BEM Analysis Matching Test Flaw Sizes
BEM Analysis with 1.27mm x 1.27mm damage tolerance initial f law
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A
A
View A-A
Crack origins at lower corners
Stress intensity factors computed from boundary element tool improves crack growth “pre-”dictions in complex geometric details
Cross section of fracture surface
shows greater complexity than
provided by simplified stress
intensity solution
Full Scale Component Results When the structure cross section geometry gets complex
simplified stress intensity solutions unable to model full range of crack lengths
Boundary element tool accurately accounts for effects of geometric boundary and complex loading
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Conclusion
A rigorous test program was executed to understand crack growth behavior in full scale structures
Two sources of error were observed affecting model accuracy
Incorrect stress intensity factors
Short crack effect for cracks less than 2.54 mm (0.1 in) or 2 to 3 grain diameters
FEM based approach validated against test data to improve stress intensity data
Empirical modification implemented to account for short crack effect
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Observations
Properly designed element specimens that match stress gradient and material processing can match behavior of full scale structures
Methods can be validated and verified utilizing the smaller less expensive element specimens
Methods should be calibrated using specimens that look like the structures being modeled
Previous methods calibration and validation tests focused on specimens that looked like standard stress intensity solutions (i.e. cracks growing from a round hole in a finite width plate)
Future emphasis on integral structures, larger forgings, etc, require verification and validation tests that represent details in the structure
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Questions?