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FORMULA SHEET: Fatigue, Fracture Mechanics
Structural Mechanics
σ i=M x y i
I xx−
M y x i
I yy+ FA
ε x=σ x
E− νE (σ y+σz )+α ΔT
Fatigue: Machined Components
SmN=CS1mN1=S2
mN2m=
log( N2
N1)
log( S1S2 )N R={( S1Sa )
m
N 1 0.9 f ut≥SR≥Se
∞ SR<Se
Endurance limit estimates:
Se={0.25BHN ksi for BHN ≤400100 ksi for BHN>400
Steel
Se={ 0.5Sut for Sut≤200 ksi(1400MPa)100 ksi(700MPa) for Sut>200 ksi(1400MPa)
Cast Iron + Cast Steels:
Se={ 0.45Sut for Sut≤600MPa275MPa for Sut>600MPa
Stress concentrations
σ max=K t σK t=σ sc
σK f=
Se(un−notched )
Se(nothced )
K f=1+K t−1
(1+ ar )a=[ 300f u [ksi ] ]
1.8
×10−3∈.
K f' −1
K f−1=f ( f ut)
S1000' =
S1000K f
' Se' =
Se
K f
Mean stress:
σa
Se+σm
Sut=1
Modifying factors
Se=Se' C¿C loadC surf CTC rel…¿S103=S103
' CloadCTC rel
Size:
C¿¿{ 1.0 ,if d≤ 8mm1.189d−0.097 , if 8mm<d≤ 250mm
¿
Load:
Se ,axial=0.70 Se , bendingC load=0.7 if S−N curve is¿ bendingtests
Temperature:
CT=1.0 for T ≤450℃
1−5.8−3 (T−450 ) , for 450<T ≤550℃Reliability:
Fatigue: Large scale manufactured componentsN R=¿NC=2×10
6 cyclesN D=5×106 cycles
N L=100×106 cycles
Partial factor for fatigue:
Assessment Consequence of failureLow High
Damage tolerant 1.0 1.15
Safe life 1.15 1.35
Temperature:
ΔC , HT=ΔσC
EHT
E20° C
Grinding & TIG dressing:
Steel:
Δ σC=min {1.3×ΔσC
112Aluminium:
Δ σC=min {1.3×ΔσC
45Peening:
0.8
0.6
0.4
Δ σc=¿
Fracture MechanicsUniversal equation: K=βσ √πa
Plastic collapse: F pc=f y
Anett
Fracture:
K=K IcK Ic=βσ √π a fa f=1π (K Ic
βσ )2
σ f=K Ic
β √π a fr
acri=min {apc for plastic collapseaf for fracture
Stress concentration factors:
Centre cracked plate:
β=1+0.256 ( aW )−1.152( aW )
2
+12.2( aW )
3
Single edge crack:
β=1.12−0.23( aW )+10.56( aW )
2
−21.74( aW )
3
+30.42( aW )4
Double edge crack:
β=1.12+0.43( aW )−4.79( aW )
2
+15.46( aW )
3
LEFM
B ,W−a ,a≥2.5( K Ic
f yt)2
W ≥5.0( K Ic
f yt)2
Fracture toughness estimation: K IC=11.4 √C v
Lower limit: K IC=21.6 (C v )0.17
Note, C v in Joule, K IC in MPa .√mCrack growth
dadN
=C p¿¿
∫0
N
dN=∫ai
ae 1Cp (β Δσ √πa )mp
da
Pressure equipmentPdes=P+ ρgh