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MDA/CERF: Durability StudyFatigue Task Group
John J. LeskoKenneth L. Reifsnider
Stephan P. PhiferCharles E. BakisAnthony Nanni
Clem Heil
ASME 2000 International Mechanical Engineering Congress & Exposition, November 2000
Fatigue Issue Not Covered in This Talk
?
Fatigue Failure Mechanisms
Fatigue-Life Diagram proposed by Talreja
Fatigue - Overview
•Failure Mechanisms
•Fiber
•Matrix
•Residual Cure Stress
•Interface - Sizing
•Laminate
•Processing
Material & Processing Effects
•Frequency/Creep
•Hygrothermal •Temperature
•Acid/Base/Electrolyte
Environmental & Testing Effects
Interactive Effects
Material Effects• Fatigue Failure Mechanisms
• Fiber
•E-glass, carbon/graphite, Kevlar
•Matrix
•Brittle, toughened
• Interface
•Compatible and non-compatible sizings
• Laminate
•Woven, stitched, and unidirectional
•Stacking sequence - 0°, ±45 °, 90° plies
• Processing Type
FIBERS - (0/90°)s
• Gathercole, Reiter,Adam, Harris 1994, IJ of Fatigue, v. 16, no. 8, p.523.
FIBERS - Tensile Stress Fatigue E-Glass
• Demers, Cornelia. E. 1997 The National Seminar on Advanced Composite Material Bridges, May 5-7.
0
10
20
30
40
50
60
70
80
90
100
1.0E+01 1.0E+02 1.0E+03 1.0E+04 1.0E+05 1.0E+06 1.0E+07 1.0E+08
# cycles
% U
ltim
ate
Tens
ile S
treng
th
Dry
Salt
Wet
run out
1 decade
11% UTS
Normalized Fatigue Performance of Glass/Vinyl Ester
F. McBagonluri, K. Garcia, M. Hayes, N. Verghese, & J. J. Lesko, "Characterization of Fatigue and Combined Environment on Durability Performance of Glass/Vinyl Ester Composite for Infrastructure Applications" International Journal of Fatigue, Vol. 22, Issue 1, 2000, pp. 53-64.
Glass Composite Fatigue1. Unidirectional glass/epoxy,
vf=0.52. Unidirectional glass/epoxy,
vf=0.333. Unidirectional glass/epoxy,
vf=0.164. 0°/90° glass5. 30-40% glass in
poly(hexamethylene adipamide), injection molded
6. 30-40% glass in polycarbonate injection molded
7. 30-40% glass in polyphenylenesulfide injection molded
8. 30-40% glass in poly(amide-imide) injection molded
9. Chopped-strand mat polyester10. Sheet molding compound
(smc) of rubber-modified epoxy
11. SMC, rubber-modified epoxy12. SMC, r5013. 0°/±45 ° /90° glass/epoxy14. Chopped-strand mat
polyester
Mandell, J. F., 1978, “Fatigue Behavior of Fibre-Resin Composites,” Developments in Reinforced Plastics 2, Properties of Laminates, Ed. G. Pritchard.
0200400600800
10001200140016001800
0 50 100 150
Slope S-N (MPa/Decade)
Str
engt
h (M
Pa)
Mandell's
As-received Extren
Aged Extren (Water)
Aged Extren (Salt)
UTS/B =10.7
Mechanism: Fatigue of Glass Composites
• Crack growth in the fiber dominates the failure process
• Accumulation of damage is accounted for in crack growth that takes place based on the fractional time spent at a damaging stress level
NIAK
dt
da aYKI
2N
1Nt
0 ultult
r dt)t(
C1
Glass fiber remaining strength given a (t)
Fatigue Simulation & Experiment
UCFR - unidirectional continuous fiber/epoxy
UCMFR - unidirectional & continuous strand mat fiber/vinyl ester
S-N Slope (%UTS/decade)Data: 10.2 and 13 Predictions: 12 to 14
0
0.2
0.4
0.6
0.8
1
1.2
1.E+00 1.E+02 1.E+04 1.E+06 1.E+08
# cycles
App
lied
Stre
ss/U
TS
UCFR10 Hz (Model)5 Hz (Model)2 Hz (Model)UCMFR
F. McBagonluri, G. Foster, S. Case, W. Curtin, & J. Lesko, “ Simulation Of Fatigue Performance Of Polymeric Composites For Infrastructure Applications,” Simulation of Fatigue Performance of Polymeric Composites for Infrastructure Applications ASME IMECE 98, Anaheim CA, Nov 1998
Matrix & Sizing Effects
Matrix Effects - S-N Curves for E-glass Laminates
• Konur & Matthews 1989, Composites, V.20, No. 4, July 1989.
Sizing & Matrix Toughening Effects
• Salvia, Fiore, Fournier & Vincent I.J. of Fatigue, 1997,V.19 No.3, p. 253.
BNA
NBA
oo
10
10max
log
log
Sizing Effects•EP - Epoxy Sizing
•MP - Multi-pupose sizing
•Epoxy Resin
• Salvia, Fiore, Fournier & Vincent I.J. of Fatigue, 1997,V.19 No.3, p. 253.
10max logNBA
Pultruded AS-4/Derakane 411-35 LI: Sizing Effect
0
50
100
150
200
250
100 1000 10000 100000 1000000 10000000Number of Cycles
Phenoxy Sizing
G' Sizing
Run out
Input: R=0.1 Unidirectional Fatigue Data
Processing Effects
Process Type Effects
•FW - Filament Winding
•PMC - Prepreg Press Molding
•P - Pultrusion
• Salvia, Fiore, Fournier
& Vincent I.J. of Fatigue, 1997,V.19 No.3, p. 253.
BNAoo 10log
Process & Laminate Effects - Pultruded CP, Prepreg CP & Woven
0
0.2
0.4
0.6
0.8
1
1.E+03 1.E+04 1.E+05 1.E+06 1.E+07Fatigue Cycles (N)
No
rmal
ized
Lam
inat
e T
ensi
le
Fat
igu
e S
tres
s
Pultrude (0/90°)5T Vinyl Ester
Pultrude (0/90°)3S Vinyl Ester
Mandell (0/90°)S Epoxy
Adams (0/90°)S Epoxy
Mandell Epoxy 181 Woven
• Phifer 1998, Thesis Virginia Tech. http://scholar.lib.vt.edu/theses/available/etd-013199-185939
Laminated
Stitched or Woven
Testing & Environmental Effects
•Testing•Mean Stress & R - Ratio
•Frequency
•Environmental•Hygrothermal
•Temperature
•pH Effects
Frequency & Mean Stress
Effects
Static vs. Dynamic Fatigue
•Mandell & Meier 1983 ASTM STP 813 p.60
• Gathercole, Reiter, Adam, Harris 1994, IJ of Fatigue, v. 16, no. 8, p.523.
Test Effects: R - ratio
Test Effects: R - ratio
• Adams, Fernando, Dickson, Reiter & Harris. 1989, IJ of Fatigue, V. 11, no. 4, p.233.
Environmental Effects
0
5000
10000
15000
20000
25000
1.E+02 1.E+03 1.E+04 1.E+05 1.E+06 1.E+07 1.E+08
# cycles
Str
ess
Leve
ls (p
si)
Dry
Wet
Salt
Sult dry= 30.7 ksiSult wet (water) = 22.9 ksiSult, wet (NaCl) = 20.9 ksi
R = 0.1freq = 10 Hz
run outs
Enviro-mechanical Fatigue of Glass/Vinyl
Ester
F. McBagonluri, K. Garcia, M. Hayes, N. Verghese, & J. J. Lesko, "Characterization of Fatigue and Combined Environment on Durability Performance of Glass/Vinyl Ester Composite for Infrastructure Applications" International Journal of Fatigue, Vol. 22, Issue 1, 2000, pp. 53-64.
Temperature Effects - S-N
Curves
• Branco, Ferreira, Fael & Richardson 1995 Int. J. Fatigue, V. 18, No. 4, p. 255
Effect of Temperature Effect on E-Glass FRP Fatigue
0
10
20
30
40
50
60
70
80
90
100
100 1,000 10,000 100,000 1,000,000 10,000,000
# cycles
% U
ltim
ate
Te
ns
ile S
tre
ng
th
0
5000
10000
15000
20000
Ma
x s
tre
ss
(p
si)
Sult = 20.9 ksi
R = 0.1freq = 10 Hz
65 °C30 °C
4 °C
Pultruded E-Glass/Vinyl Ester
So Where Are the Gaps?
•Combined Conditions•Creep & Fatigue
•Temperature & Fatigue
•Temp, Moisture & Fatigue
•Chemistry & Fatigue
•Spectrum loadings (stress and environment)
•Tools•Generalization of Glass Fatigue
•Remaining strength representations for combined loading
Estimating Remaining Strength
Life
Str
ess
or
Str
eng
th
NStress on Critical Element
Remaining Strength
Initia
l Stre
ngth
•Cycle dependent damage
•Kinetic
•Chemical
•Thermodynamic
Degradation Processes
GeometryConstitutive
Reifsnider & Stinchcomb, “A Critical Element Model of the Residual Strength and Life of Fatigue-loaded Composite Coupons,” ASTM STP 907, 1986
AMERICAN SOCIETY FOR COMPOSITES
16th Annual Technical Conference
CALL FOR PAPERS
September 9-12, 2001 Virginia Tech, Blacksburg, VA Donaldson Brown Hotel & Conference Center
http://www.esm.vt.edu/ASC/
Abstracts should be submitted no later than January 31, 2001.
M.W. Hyer by e-mail as a pdf file to [email protected]
QUESTIONS
Ranking of Importance of Data for Fatigue Effects
Application Area SustainedStress
Loading
Pure FatigueLoading
FatigueAnd Temp.
Fatigue &Moisture /
Salt
Fatigue &Creep
A B C A B C A B C A B C A B CInternal ReinforcementRebar 4 4 2 4 4 2 5 5 1 5 5 1 5 5 1External ReinforcementBeams 3 3 1 4 4 3 5 5 1 5 5 1 5 5 1Slabs 3 3 1 4 4 3 5 5 1 5 5 1 5 5 1Columns 4 4 1 4 4 1 5 5 1 5 5 1 5 5 1Seismic RetrofitColumns, piers 3 5 3 4 4 3 3 5 1 3 5 1 3 5 1Shear Walls 3 5 3 3 4 2 3 5 1 3 5 1 3 5 1Deck SystemsConventionalbeams/girders
4 4 1 5 5 1 5 5 1 5 5 1 5 5 1
Integral/compositebeams/girders
4 5 1 4 5 1 5 5 1 5 5 1 5 5 1
Structural ElementsWall panels, profiles 3 5 2 5 5 2 5 5 1 5 5 1 5 5 1
Rank 5: Critical, cannot go forward without it 3: Important 1: Good to have
Key: A composite B composite/substrate interface; adhesive (if any) C substrate
Ranking of Availability of Data for Fatigue Effects
Key: A composite B composite/substrate interface; adhesive (if any) C substrate
Application Area SustainedStress
Loading (1)
Pure FatigueLoading (2)
FatigueAnd
Temp.(3)
Fatigue &Moisture /
Salt (4)
Fatigue &Creep (5)
A B C A B C A B C A B C A B CInternal ReinforcementRebar 2 4 2 3 4 2 5 5 1 3 5 1 5 5 1External ReinforcementBeams 2 4 2 2 5 3 5 5 1 5 5 1 5 5 1Slabs 2 4 2 1 5 3 5 5 1 5 5 1 5 5 1Columns 3 5 3 3 5 3 5 5 1 5 5 1 5 5 1Seismic RetrofitColumns, piers 3 4 2 3 4 1 5 5 1 5 5 1 5 5 1Shear Walls 3 4 2 2 4 2 5 5 1 5 5 1 5 5 1Deck SystemsConventionalbeams/girders
2 5 2 4 5 5 1 5 5 1 5 5 1
Integral/compositebeams/girders
2 4 2 4 5 5 1 5 5 1 5 5 1
Structural ElementsWall panels, profiles 2 4 3 3 4 3 5 5 1 5 5 1 5 5 1
Rank 1: Widely available and validated3: Sparse and/or questionable5: Not available
Overall Ranking of Gaps for Fatigue Effects
Rank 2: Widely available and validated6: Sparse and/or questionable10: Not available
Key: A composite B composite/substrate interface; adhesive (if any) C substrate
Application Area SustainedStress
Loading
Pure FatigueLoading
FatigueAnd Temp.
Fatigue &Moisture /
Salt
Fatigue &Creep
A B C A B C A B C A B C A B CInternal ReinforcementRebar 6 8 4 7 8 4 10 10 2 8 10 2 10 10 2External ReinforcementBeams 5 7 3 6 9 6 10 10 2 10 10 2 10 10 2Slabs 5 7 3 5 9 6 10 10 2 10 10 2 10 10 2Columns 7 9 4 7 9 4 10 10 2 10 10 2 10 10 2Seismic RetrofitColumns, piers 6 9 5 7 8 4 8 10 2 8 10 2 8 10 2Shear Walls 6 9 5 5 8 4 8 10 2 8 10 2 8 10 2Deck SystemsConventionalbeams/girders
6 9 9 9 10 10 2 10 10 2 10 10 2
Integral/compositebeams/girders
6 9 6 9 10 10 2 10 10 2 10 10 2
Structural ElementsWall panels, profiles 5 9 5 8 9 5 10 10 2 10 10 2 10 10 2
MRLife Methodology1
“n”FatigueCycles
Damage Accumulation Increase in n) CLT
)(
)( Fa
0
00 qsX
n
T
)(
)(
0
00 qsXt
nXtFr
N
nJ
N
nd
N
nJnFaFrnFr
0
1000 )()()(1)0()(
Fa0°
Fr0°1
n2n1
Fa0°
1
N1N2
Off-AxisStiffness
Reductionn/N
Quasi-staticStrength & Stiffness
S-N
0° Critical 90° Subcritical
Fiber Effects
0
0.2
0.4
0.6
0.8
1
1.E-01 1.E+01 1.E+03 1.E+05 1.E+07
Fatigue Cycles (N)
No
rma
lize
d T
en
sil
e F
ati
gu
e
Str
es
s
High Mod. Graphite
Low Mod. GraphiteKevlar
Uni- E-Glass181 Woven E-Glass
Mandell, J. F. 1982
• Jones, Dickson, Adam, Reiter, Harris 1983, Composites, V. 14, No.3, July
Material Effects - Kevlar Fibers - (0/90°)
KFRP
• Jones, Dickson, Adam, Reiter, Harris 1983, Composites, V. 14, No.3, July
Material Effects - E-Glass Fibers - (0/90°)
GRP
•Gathercole, Reiter,Adam, Harris 1994, IJ of Fatigue, v. 16, no. 8, p.523.
Material Effects - Carbon Fibers - (0/90°)
CFRP
Tensile Fatigue Damage Mechanism
• Kim & Ebert 1978, J. of Composite Matl., V. 12, April .
Manufacturing Effects
•S-N curves are dependent upon manufacturing process( P-pultrusion, FW-Filament Winding, PMC-Press Molding of Prepreg)
•Variations in resin and fiber sizing. Curve fit to
o & log(N10)o process related10max logNBA
BNAoo 10log
Sizing & Matrix Toughening Effects
•Salvia, Fiore, Fournier & Vincent I.J. of Fatigue, 1997,V.19 No.3, p. 253.
BNA
NBA
oo
10
10max
log
log
Sizing Effects•EP - Epoxy Sizing
•MP - Multi-pupose sizing
•Epoxy Resin
• Salvia, Fiore, Fournier & Vincent I.J. of Fatigue, 1997,V.19 No.3, p. 253.
10max logNBA
Process Effects
•FW - Filament Winding
•PMC - Prepreg Press Molding
•P - Pultrusion
• Salvia, Fiore, Fournier
& Vincent I.J. of Fatigue, 1997,V.19 No.3, p. 253.
BNAoo 10log
Sizing & Matrix Toughening Effects
•Salvia, Fiore, Fournier & Vincent I.J. of Fatigue, 1997,V.19 No.3, p. 253.
Summary from Salvia et al.
•Pultrusion yields lower durabilility composites than Filament wound or press molded
•Resin and sizing strongly affect both A and B of
o was directly related to accoustic emission threshold. o(pultrusion) = 0.0
10max logNBA
Tensile Strain Fatigue
•Harris 1977 Composites Oct. p. 214.
Tensile Stress Fatigue
•Harris 1977 Composites Oct. p. 214.
Material Effects - Shear Fatigue - Mean Stress
•Bevan 1977 Composites Oct. p. 277.
Fatigue Failure Mechanims - Fatigue Stiffness Loss/Crack Development
• Jamison etc. 1984 ASTM STP 836 p38
Fatigue - Failure Mechanisms
• Konur & Matthews 1989, Composites, V.20, No. 4, July 1989.
Fatigue - Fiber Type
• Konur & Matthews 1989, Composites, V.20, No. 4, July 1989.
E-glass Type I Carbon
Type II Carbon
Fatigue - Fiber Type
• Konur & Matthews 1989, Composites, V.20, No. 4, July 1989.
Type III Carbon
Environmental Effects-Frequency
• Mandell & Meier 1983 ASTM STP 813 p.60
Environmental Effects- Dynamic Fatigue
• Mandell & McGarry 1985 Polymer Composites Vol. 6 No. 3 p.168
Single Fiber - NoFiber Interaction
Fiber Bundle
Environmental Effects- R ratio
• Mandell & Meier 1983 ASTM STP 813 p.60
Environmental Effects-Temperature
• Ma, Lin, Tai, Wu & Wu 1995, Polymer Composites, V.16, No.3, June.
Environmental Effects-Hygrothermal Aging
Pooled Fatigue data
• Ma, Lin, Tai, Wu & Wu 1995, Polymer Composites, V.16, No.3, June.
Environmental Effects R - ratio
• Adams, Fernando, Dickson, Reiter & Harris. 1989, IJ of Fatigue, V. 11, no. 4, p.233.
Environmental Effects R - ratio
• Adams, Fernando, Dickson, Reiter & Harris. 1989, IJ of Fatigue, V. 11, no. 4, p.233.
)]101ln(1/[)/1(1
/
/
/
)])(1/[(
logNBAo
tc
tm
ta
fe
ef
c
m
a
mcmaf
where
e = endurance value of “f” at high Nfo = f value at low NA and B are curve fit constants needed for the wider range of R curves
Environmental Effects R - ratio
• Adams, Fernando, Dickson, Reiter & Harris. 1989, IJ of Fatigue, V. 11, no. 4, p.233.
Environmental Effects R - ratio
• Adams, Fernando, Dickson, Reiter & Harris. 1989, IJ of Fatigue, V. 11, no. 4, p.233.
• Gathercole, Reiter,Adam, Harris 1994, IJ of Fatigue, v. 16, no. 8, p.523.
Environmental Effects R - ratio
• Gathercole, Reiter,Adam, Harris 1994, IJ of Fatigue, v. 16, no. 8, p.523.
Environmental Effects R - ratio
Environmental Effects R - ratio
• Schutz & Gerjarz 1977, Composites Oct. p. 245
• Schutz & Gerjarz 1977, Composites Oct. p. 245
Environmental Effects R - ratio
• Highsmith & Reifsnider 1982, ASTM STP 775, p105.
FIBERS - Tensile Strain Fatigue
• Dharan 1975, J of Matl. Science, V.10, p. 1665.
Graphite
Matrix
E-glass
• Highsmith & Reifsnider 1982, ASTM STP 775, p105.
• Highsmith & Reifsnider 1982, ASTM STP 775, p105.
• Gathercole, Reiter,Adam, Harris 1994, IJ of Fatigue, v. 16, no. 8, p.523.
FIBERS - Shear Stress Fatigue (±45°) Fibers
FIBERS - Torsional Shear Strain Fatigue - Fiber/Resin
• Phillips & Scott 1977 Composites Oct. p. 233.
Material Effects - Sizing
• Shih & Ebert, 1987, Comp. Sci. & Tech., V.28, p.137.
Material Effects - Sizing
• Shih & Ebert, 1987, Comp. Sci. & Tech., V.28, p.137.
Sizing & Matrix Toughening Effects
• Salvia, Fiore, Fournier & Vincent I.J. of Fatigue, 1997,V.19 No.3, p. 253.
Process & Laminate Effects - Extracted Uni from Pultruded CP & QI Laminates vs. Uni
0
0.2
0.4
0.6
0.8
1
1.E+03 1.E+04 1.E+05 1.E+06 1.E+07
Fatigue Cycles (N)
No
rmal
ized
Un
i- T
ensi
le
Fat
igu
e S
tres
s
CP2 CP1
QI1 QI2
QI2 at 45° Owen/Corn.
Demers Mandell
• Phifer 1998, Thesis Virginia Tech. http://scholar.lib.vt.edu/theses/available/etd-013199-185939
FIBERS - Tensile Stress Fatigue
• Dharan 1975, J of Matl. Science, V.10, p. 1665.
E-glass Graphite
• Adams, Dickson, etc. 1989, IJ of Fatigue, v. 11, no. 4, p.233.
Test Effects: R - ratio