Crack-Closure ModelingClosure Modeling FASTRA...
Transcript of Crack-Closure ModelingClosure Modeling FASTRA...
Crack-Closure ModelingCrack Closure Modeling&
FASTRANPlastic wake Oxide debris
fastran # 1(a) Plasticity-induced closure
(b) Roughness-induced closure
(c) Oxide/corrosion product- induced closure
ffa
DOMINANT MECHANISMS OF FATIGUE-CRACK CLOSURE
Plastic wake Oxide debris
(a) Plasticity induced (b) Roughness induced (c) Oxide/corrosion product(a) Plasticity-induced closure
(b) Roughness-induced closure
(c) Oxide/corrosion product- induced closure
Elber, 1968 Beevers, 1979 Paris et al., 1972N 1974 S h & Rit hi 1982 S h & Rit hi 1981
fastran # 2
Newman, 1974 Suresh & Ritchie, 1982 Suresh & Ritchie, 1981(FASTRAN, 1977)
OUTLINE OF PRESENTATION
• Finite-Element ModelingFinite Element Modeling
• Strip-Yield ModelingStrip Yield Modeling
fastran # 3
FINITE-ELEMENT ANALYSIS OF FATIGUE-CRACK CLOSURE
Newman-Armen, 1974
fastran # 4
FINITE-ELEMENT ANALYSES OF FATIGUE-CRACK GROWTHAND CLOSURE UNDER A SPIKE OVERLOAD SIMULATION
PNewman, 1976
P
Time
fastran # 5P
COMPARISON OF ELASTIC-PLASTIC FINITE-ELEMENT ANALYSESOF FATIGUE-CRACK CLOSURE WITH ELBER’S EQUATION
Newman 1976Newman, 1976
Plane-Stress Conditions
fastran # 6
MODIFIED DUGDALE MODELS IN FASTRAN
Elastic continuum
Bar elements
fastran # 7
BASIC CRACK SOLUTIONS REQUIRED FOR CLOSURE MODEL
Crack solutions:
Ks = fs(S d r w)Ks fs(S,d,r,w)Vs = gs(S,d,r,w,x)
K = f ( d r w bi x)K = f(,d,r,w,bi,x)V = g(,d,r,w,bi,x)
fastran # 8
DUGDALE’S FINITE-STRESS CONDITION
S
o ij = K / (2r)1/2 + O(r)
K = Ks + Ko = 0
c = f(S,c,o)
Finite plate with a crack and hole:= f(S c d w )
fastran # 9
S = f(S,c,d,w,o)
FASTRAN – Crack-Closure Based Life-Prediction Code
fastran # 10
-o
CRACK SOLUTION INPUT REQUIRED FOR FASTRAN
fastran # 11
NTYP = 1 NTYP = 0; LTYP = 1 Pre-cracking option
CONSTANT-AMPLITUDE LOADING OPTION (NFOPT = 0)
fastran # 12
MECHANICS OF THE ANALYTICAL CYCLE IN FASTRAN
R i fl th fl th d l
Analytical cycleSmaxh * 0 2Analytical cyclec* = 0 05
Rainflow-on-the-fly methodology
A li d
maxh c* = 0.2 c = 0.05 (NMAX = 300)
AppliedStress
S'
So
Sminb Smina
S o (So)new
Time
c*
fastran # 13
Time
FASTRAN Version 5.42 – Cycle-by-cycle (NMAX = 1)
CALCULATED CRACK-OPENING STRESSES AT A LOW APPLIEDSTRESS LEVEL (MIDDLE-CRACK TENSION; NTYP = 1)
1.0 2024-T3B = 0.09 in.W 3 i
0 6
0.8W = 3 in.
Smax = 10 ksi Seff / Smax
So/Smax0.4
0.6R = 0.05Pre-cracking
0.2R = -1
0.50 0.75 1.00 1.250.0
cn ci0.25
fastran # 14
Crack length, c, in.
CRACK-OPENING STRESSESUNDER CONSTANT-AMPLITUDE LOADING
S /S f(R S / )So/Smax = f(R, Smax/o, , c/c)
R = Smin/Smax = ( + )/2o = (ys + ult)/2 = 1 for plane-stress conditions
3 f l t i diti = 3 for plane-strain conditions
fastran # 15
CRACK-OPENING STRESSES AS A FUNCTION OFSTRESS RATIO FOR A HIGH CONSTRAINT FACTOR
So/Smax = 2
1.0
FASTRAN c = 00.8
0.050.2
Smax/o
0.60.40.60.8Equation
0.4
0.2Smin/Smax
fastran # 16R
-1.0 -0.5 0.0 0.5 1.0
CRACK-OPENING STRESSES AS A FUNCTION OFAPPLIED STRESS FOR VARIOUS CONSTRAINT FACTORS
0.5
0.6
= 1Plane stress
0.4
0.5
= 2
So/Smax 0.3
= 2
0.2 = 3Plane strain
0 0
0.1R = 0c = 0
fastran # 17Smax/o
0.0 0.2 0.4 0.6 0.8 1.00.0
FATIGUE-CRACK-GROWTH RATES USING LEFM ANALYSES
10 3
10-4
10-3 2024-T3Middle crack tensionB = 2.3 mm
10-6
10-5Hudson, Phillips & Dubensky
10-7 dc/dNm/cycle R
10-9
10-8 0.70.50.30
10-11
10-10
0-1-2
fastran # 18
1 10 10010-11
K, MPa-m1/2
FATIGUE-CRACK-GROWTH RATES CORRELATIONUSING CRACK-CLOSURE ANALYSES
10-4
10-3 Hudson, Phillips & Dubensky2024-T3Middle crack tensionB = 2.3 mm
10-6
10-5
B 2.3 mm
= 1Fractureregime
10-7
10 6
dc/dNm/cycle
= 2
R0.7
Flat-to-slantcrack growth
10-9
10-8 = 2 0.5
0.30-1
10 11
10-10
1-2Threshold
regime
fastran # 19
1 10 10010-11
Keff, MPa-m1/2
FLAT-TO-SLANT FATIGUE-CRACK GROWTH
Newman and Hudson, 1966
Schijve (1966): Observed transition occurs at “constant rate”
kT
ksi-inksi-in
fastran # 20
Stress ratio, R
FLAT-TO-SLANT FATIGUE-CRACK GROWTH TRANSITION
Newman 1992Newman, 1992
fastran # 21
CONSTRAINT EFFECTS IN THREE-DIMENSIONAL CRACKED BODIES
Newman Bigelow & Shivakumar 1993Newman, Bigelow & Shivakumar, 1993
fastran # 22
ELASTIC-PLASTIC STRESS-INTENSITY FACTORSNewman, 1992
1.2 0.1c / r = 0.5
0.25
Newman, 1992
1.00.05
Crack Parameters:
0.6
0.8
0.25
0.5
0.1Ki / KJ
Ki = S (d)1/2 F(d/r)where d = c + = 0 elastic
0.4Kp / KJ
c / r = 0.05
0.1i J = 0 elastic = ¼ elastic-plastic
J = K 2/E0.2
p JKe / KJ
J = Kp /E
fastran # 23
0.1 1 10 1000.0
/ c
CRACK-CLOSURE ANALYSES OF 2024-T3 ALUMINUM ALLOY
10-4
10-3Hudson, Phillips & Dubensky2024-T3Middle crack tensionB = 2.3 mm
10-6
10-5
10
= 1
Flat to slant
Fractureregime
Keff
10 8
10-7
10 6
dc/dNm/cycle = 2 R
0 7
Flat-to-slantcrack growth
(K )
10-9
10-8 0.70.50.301
Smallcrack
regime
(Keff)T
10-11
10-10 -1-2Threshold
regime
fastran # 24
1 10 100Keff, MPa-m1/2
CONSTRAINT-LOSS ISSUES ON TENSION-TYPE SPECIMENS
• Tests on M(T) specimens exhibit both flat and slantfatigue-crack-growth surfaces at low and high K,
ti l id l f t i lrespectively, on a wide class of materials.
• Cracks in M(T) specimens exhibit a strong shift with the stress ratio (R) at high rates on K-rate data, consistent with lower constraint and negative T-stress.
• Measurement of crack-opening loads on M(T) specimens have not been made before, during, and after the flat-to-slant crack-growth transitionafter the flat to slant crack growth transition.
• Thus, the “constraint-loss regime” most likely occurson tension type specimens but further study is needed
fastran # 25
on tension-type specimens, but further study is needed.
CONSTRAINT-LOSS ISSUES ON BEND-TYPE SPECIMENS
• Tests on C(T) and ESE(T) specimens generally exhibit• Tests on C(T) and ESE(T) specimens generally exhibitonly flat fatigue-crack surfaces (no flat-to-slant crack-growth transition) for a wide class of materials (but flat-to-slant crack growth has occurred on some materials).
• Deep cracks in C(T) and ESE(T) specimens exhibitlittl hift ith t ti (R) K tvery little or no shift with stress ratio (R) on K-rate
data, maybe due to high constraint and positive T-stress.
• Measurement of crack-opening loads on cracks greater than ~65% of the width exhibit a rapid dropin crack-opening loads, consistent with no R-shift incrack-growth-rate data.
• Th th “ t i t l i ” d t
fastran # 26
• Thus, the “constraint-loss regime” does not appearto occur on bend-type specimens.
VARIABLE-AMPLITUDE LOADING OPTION (NFOPT = 1)
fastran # 27
SPECTRUM LOADING OPTIONS IN FASTRAN
• TWIST or MINI-TWIST - Transport Spectra (NFOPT = 2 or 3)
• FALSTAFF - Fighter Spectra (NFOPT = 4)
• SPACE SHUTTLE Load Spectra (NFOPT = 5)p ( )
• Gaussian (R ~ -1) Load Sequence (NFOPT = 6)
• Felix-28 or Helix-32 Helicopter Load Sequence (NFOPT = 7)
• Spectrum Read from List of Stress Points (NFOPT = 8)Spectrum Read from List of Stress Points (NFOPT 8)
• Spectrum Read from Flight-by-Flight Loading (NFOPT = 9)
fastran # 28
• Spectrum Read from Flight Schedule (NFOPT = 10)
CRACK CONFIGURATION OPTIONS IN FASTRAN
• Two-dimensional crack configurations (14)- Middle-crack tensionMiddle crack tension- Compact and bend type specimens- Crack(s) from an open hole- Crack in a pressurized cylinder- Crack in a pressurized cylinder- Periodic array of cracks at holes- User defined crack configuration
Th di i l k fi ti (10)• Three-dimensional crack configurations (10)- Surface crack (tension or bending loads)- Surface or corner crack(s) at an open hole - AGARD small-crack specimen- Periodic array of surface or corner cracks
at pin-loaded holes
fastran # 29
p
LABORATORY SPECIMENS
99
Example of user defined crack configuration
fastran # 30
p g(NTYP = -99 Crack(s) from hole)
RIVETED AIRCRAFT JOINT CRACK CONFIGURATION
fastran # 31
AGARD SMALL-CRACK SPECIMEN
fastran # 32
CRACK CLOSURE CORRECTION FOR FREE SURFACE
K=0 = R KB
K=90 = KAK=90 KA
fastran # 33
FATIGUE-CRACK-GROWTH RATE OPTIONS
• Equation: dc/dN = C1 KeffC2 f(Kth) / g(KIe)
f(K ) 1 (K /K )p- f(Kth) = 1 – (Ko/Keff)p
Ko = C3 (1 – C4 R) or Ko = C3 (1 – R)C4
- g(KIe) = 1 – (Kmax/KIe)q
• Table Look up: dc/dN = f(K ) (Max 35 points)• Table Look-up: dc/dN = f(Keff) (Max 35 points)
- dc/dN = C1i KeffC2i (i = 1 to 34)
- dc/dN = C1i KeffC2i f(Kth) / g(KIe)
fastran # 34
• Crack growth (da/dN = dc/dN or da/dN # dc/dN)
CRACK-GROWTH-RATE TABLE LOOK-UP
K f(C C R)Ko = f(C3, C4, R)
KIe = g(KF, m)
fastran # 35
FRACTURE CRITERIA
• Two-Parameter Fracture Criterion – KF and mTwo Parameter Fracture Criterion KF and m- m = 0 LEFM (KIe = KF)- m = 1 Plastic-collapse criteria (KF = large value)p ( F g )
• Cyclic fracture toughness exceeded (Kmax > C5)
• Plastic-zone size exceeds net-section region
fastran # 36