Fatigue Flashcards

1
Q

What is fatigue, and how do we work out stress range and amplitude?

A
  • Fatigue is associated with 90% of matellic failures in serivce.
  • In service, components often see fluctuating stresses.
  • We have a stress range, sigma r, and we can work out the stress amplitude from this.
  • Even though max stress isn’t near yield stress or fracture failure, fatigue may still cause failure eventually.
  • A small defect initiates and grows until it reaches ‘a’ critical and sudden fast failure occurs.
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2
Q

How is Fatigue characteristics on an S-N curve found?

A
  • A smooth polished test pieces are cyclically loaded until fatigue failure occurs.
  • Normally a series of tests are done at decreasing amplitudes S.
  • The number of loading cycles vs stress amplitude is noted.
  • Higher S, the smaller the number of cycles the material is able to sustain.
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3
Q

What is the Fatigue Limit?

A
  • Seen in iron and titanium alloys.
  • Fatigue limit: the largest value of fluctuating stress that will not cause failure for essentially an infinite number of cycles. Extremely good and important.
  • For steels, the fatigue limits can range between 35% and 60% of the tensile strength.
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4
Q

What is Fatigue life and Fatigue strength? Usually found on an S-N curve.

A
  • Fatigue life: the number of cycles to cause failure at a specific stress level
  • Fatigue strength (endurance limit): stress level at which failure will occur for some specified number of cycles.
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5
Q

What are the three steps in the fatigue process?

A
  1. Crack initiation: number of cycles for crack to initiate, Ni
  2. Crack propagation: number of cycles for crack to propergate, Np
  3. Final fracture
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6
Q

What is the equation for working out fatigue life, Nf?

A

Nf = Ni + Np

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7
Q

What are the two types of fatigue?

A
  • High cycle: low stress and longer Ni
  • Low cycle: high stress and Np becomes > than Ni
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8
Q

What are some factors that influence fatigue life?

A
  • Surface finish: rough surfaces have a multitude of stress concentration points, reduced Ni
  • Design: any sharp corners or stress concentration within structures
  • Surface treatments: case hardening (putting carbon on the surface of materials to harden up the surface), also shock pealing (putting plastic deformation, work hardening).
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9
Q

What is the use of the stress intensitivity factor range, ΔK and its equations? Why do we need to consider damage tolerances in design?

Wha

A
  • Designs should take into account the crack growth rate
  • The stress intensity factor, delta K, is what drives the crack growth at the crack tip. It describes the stress range found at the crack tip.
  • The equation is shown below.
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10
Q

How is stress intensitivity factor range, ΔK, and crack growth related?

A
  • delta K increases with time as the crack grows in tension.
  • If the minimum stress is compressive, Kmin and sigma min are taken to be 0 as we are closing the crack essentially.
  • We can see that in periods of tension, the stress increases the length of the crack (a). This increases K as a result. Thus stress intensity factor delta K is increasing.
  • The rate delta K increases also depends on the min stress if it is above 0, then we always have tensile stress and the crack widens more and in length grows.
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11
Q

How can we understand crack propagation rate? What equation and plot?

A
  • If we plot the log of the rate of crack growth and delta K, against one another, we can understand crack propagation from the graph.
  • Initially on the graph, we have region Ni, where we don’t have a flaw in the material
  • Region 2 we start to get flaws in the material. Taking log of both the crack growth rate vs delta K, we get a linear portion which is described by the Paris Law (equaiton shown below).
  • A and m are material constants and we can see the number of cycles before flaws grow enough to reach K1c where it will break.
  • Region 3 is unstable crack growth
  • We can use the Paris Law to determine the number of cycles for a crack to grow from one length to another length, good for checking safety of flaws and structural lifeinging.
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