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Low Cycle Fatigue (LCF)Solid Mechanics Anders Ekberg 1 (8) Low Cycle Fatigue Ð Introduction Finite or Infinite Fatigue Life? HCF •Both infinite or finite fatigue life is possible and can be analyzed LCF •Only finite fatigue life is possible and should be analyzed using LCF-criteria Stress or Strain? HCF •Elastic material Small strain increment -> large stress increment LCF • Stresses close to (or at) the yield limit Small stress increment -> large strain increment. Best “resolution” if strains are employed in fatigue model. σ ε ∆σ ∆ε x x x x∆σ ∆ε Low Cycle Fatigue (LCF)Solid Mechanics Anders Ekberg 2 (8) LCF Ð Introduction contÕd Damage Mechanisms Induced fatigue damage will be due to • global plasticity • local plasticity (same as in HCF) For high load amplitudes (and/or high maximum magnitudes of loading) global plasticity will be the dominating cause For low load magnitudes, the model should tend to similar results as for HCF criteria (i.e. the Wöhler curve) Note that the static load carrying capacity must not be exceeded. This must be checked separately Low Cycle Fatigue (LCF)Solid Mechanics Anders Ekberg 3 (8) Morrow Design Rule According to Morrow, the relationship between strain amplitude, εa , and pertinent fatigue life, Nf can be written as ε ε ε σ εa a el a pl f f f f= + = ′ ( ) + ′ ( ) E N Nb c2 2 Nf is the number of load cycles to failure logεalog ′εf log ′σf E εa el εa pl εa = εa el + εa pl 0 2 4 6 log 2Nf( ) σ ε x ε el ε pl Low Cycle Fatigue (LCF)Solid Mechanics Anders Ekberg 4 (8) Mean Stress Effects According to Morrow, the effect of a mean stress, sm, can be taken into account by redefining the criterion as ε ε ε σ σ εa a el a pl f m f f f= + = ′ −( ) ( ) + ′ ( ) E N Nb c2 2 logεa log 2Nf( )0 2 4 6 s m < 0 (compressive) s m > 0 (tensile) Low Cycle Fatigue (LCF)Solid Mechanics Anders Ekberg 5 (8) Coffin Ð Manson Design Rule For the elastic part, the relationship between strain amplitude and fatigue life can be approximated by ε σ a el UTS f= −1 75 0 12. . E N The fatigue life in the plastic part can be approximated by εa pl f= −0 5 0 6 0 6. . .D N where D is the ductility, defined as D A A ≡ ≈ln 0 fra fraε This yields the Coffin – Manson relationship εa =1.75 σUTS E Nf−0.12 + 0.5D0.6Nf−0.6 Low Cycle Fatigue (LCF)Solid Mechanics Anders Ekberg 6 (8) LCF Design Ð some notes Comparison of the criteria The Morrow criterion includes five material parameters E b c, , , ,′ ′σ εf f The Coffin – Manson criterion includes three material parameters E D, ,σUTS It is also possible to express the criteria using the strain range, ∆ε (and not the strain amplitude εa) in the Coffin-Manson criterion (see Eq. 5h Approximations ε ε ε ε a f a f = ⇒ = ⇒ = = ⇒ = ⇒ = 1 2 10 0 5 1 10 3 4 % % . % % ∆ ∆ N N Low Cycle Fatigue (LCF)Solid Mechanics Anders Ekberg 7 (8) Stress and strain concentrations Stress concentration The stress concentration factor ahead of a notch is defined as Kσ σ σ ≡ ∞ max In a similar manner, the strain concentration factor ahead of a notch is defined as Kε ε ε ≡ ∞ max If we load above the yield limit, which is the case for LCF conditions, we get ∆ ∆σ ε ε σ≠ ≠ and K K K Kt σ ∞ σY Kt K s K e Kε > Kσ Low Cycle Fatigue (LCF)Solid Mechanics Anders Ekberg 8 (8) NeuberÕs rule K K Kε σ⋅ = f 2 where K q Kf t= + −1 1( ) which yields σ ε σ ε σ εσ εmax max f 2 ⋅ = ⋅ = ∞ ∞ ∞ ∞ K K K Assuming elastic conditions far from the notch, we get the Neuber hyperbola σ ε σ max max f 2 ⋅ = ∞ K E 2 The equation of the Neuber hyperbola has two unknown But, the stress must also fulfil constitutive relationship between stress and strain Thus, two equations and two unknown σ εεmax σmax Constitutive relation Neuber hyperbola
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