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Fatigue is often cited as the most common form of failure in structures. It occurs at relatively low stresses, below the critical static value. But the stresses are cycling, typically between tension and compression.

Early research work was motivated by railway axle failures some years ago—and is still being undertaken to bring a fuller understanding of fatigue. Cyclic loading applied on a structure will result in cyclic local stresses. A railway axle sees compressive loads in the top and tensile in the bottom of the shaft.

The cyclic stress history becomes important when it occurs at a potential crack initiation site. This can be any microscopic level defect or void inherent in the material or introduced by machining or other environmental effects. Damage is accumulated during the loading history of the component. If the damage grows beyond a critical point, the crack will initiate. Fatigue analysis does not introduce a crack into the finite element model.

Instead, it assesses the stress state together with loading and environmental factors for potential crack initiation.

No calculation is made to explore subsequent crack growth. A finite element analysis FEA is carried out to find local regions of high stress under operating conditions. The maximum and minimum stresses under cyclic loading are considered. The stress range spans the most positive and negative stresses. Stress amplitude oscillates about a mean stress level.

A stress cycle, then, occurs between adjacent peaks. The number of stress cycles, together with the stress amplitude, dictates the fatigue life of the structure. High-frequency loading is seen in a rotating machine tool. Wave loading on an offshore oil platform is low frequency. Fatigue life could be measured in terms of hours or years, respectively—with both having a similar cycle count at failure.

Early test data showed a distinct relationship among the stress amplitude S , the cycle count N and the expected fatigue life. This led to the early adoption of the SN curve to predict fatigue see Fig.

For a stress amplitude Si , the number of cycles to failure Ni can be calculated. This indicates very low stress amplitudes could achieve an infinite fatigue life. Steels exhibit this behavior. In practice, loading, geometrical and environmental modifiers discussed later may prevent this. For more conservative life estimates, a lower percentage line is used.

The test results are for a specific material, condition, environment and loading type. Test specimens are often defined as smooth polished. This standard of finish is unlikely in any manufacturing process, so degradation factors are applied to the SN curve. Cast or forged components will have more degradation than high-quality machined parts.

Other factors have to be assessed and applied. This is probably one of the biggest uncertainties in fatigue calculation: It is easy to enter inappropriate data into a friendly graphical user interface GUI and overestimate the fatigue life.

Prentice Hall ISBN X. Many manufacturers and certification organizations go further than material specimen tests, which are difficult to match to actual conditions. Component tests allow more specific understanding of factors affecting fatigue life. A full-scale fatigue test may be used on the complete assembly. Finite element analysis plays an important role in helping to correlate stresses and hence, fatigue at each level.

High-cycle vs. Low-cycle Fatigue If local stresses are low enough and within the elastic region, a component may have a long fatigue life measured in hundreds of thousands of cycles.

This was the scenario in the early fatigue work with railway axles, pressure boilers and the like. This is known as high cycle fatigue. The classic SN curve as described earlier is the main tool. One caution here: Although the SN curve shows a stress at 1, cycles, this is simply a lower datum point on the curve and should never be used.

If a stress level is indicating a fatigue life below about 50, cycles, then the SN curve is not be appropriate and we should investigate using the following alternative method. In some cases, the loading is more severe and local stresses, at a crack initiation site, do go plastic for at least part of the loading cycle.

At this level of loading, the number of cycles to failure is much lower. It could be of the order 50, cycles, or even as low as 50 cycles. This is referred to as low cycle fatigue.

It is more recent technology only possible when plastic influences were better understood. Now stress in a load cycle is characterized by both its elastic and plastic response. This produces a nonlinear stress-strain hysteresis loop see Fig. A strain-based approach is used to characterize the load cycle response. Inside a component at the local high stress region, the local material sees a displacement or strain controlled loading from surrounding material. The elastic and plastic strain components can be calculated to give the total strain range across the loading cycle.

A maximum and minimum strain replaces maximum and minimum stress. The EN fatigue life curve is used, shown in Fig. It is similar to the SN curve, but uses strain amplitude. The intercept of the strain amplitude with the EN curve establishes the number of fatigue cycles to failure.

Confusingly, the theory and curves are developed in terms of load reversal, equating to half a load cycle, and strain range, which is twice the strain amplitude. Low cycle fatigue EN calculations can predict fatigue lives as low as a few hundred cycles. Mean Stress Effects For the SN approach, the level of mean stress within a stress cycle is important.

If both maximum and minimum stresses are tensile, every part of the loading cycle has a tendency to open and develop a crack. In other words: Compressive stresses are beneficial, and a compressive mean stress will extend the fatigue life.

A tensile mean stress will reduce the fatigue life. Mean stress effects are incorporated via an equivalent amplitude stress with zero mean. The basic SN curve can then be used having corrected for mean stress. Correction methods are also used for the low cycle fatigue calculation using the EN curve; however, these tend not to be so important, as the influence of mean stress is reduced in the presence of plasticity.

Notch Effects Peak stress levels can be concentrated at very local features, such as a notch or hole. High cycle fatigue can be too conservative using these stresses.

The local fatigue mechanism is influenced by factors ignored at the macro level, including notch size, stress level, stress gradient, etc. The stress concentration factor Kt is the ratio of elastic peak local stress to average or nominal stress. Instead of using this, though, a term called the notch factor Kf is used. It tends to blunt the elastic stress result and give a longer life. Calculating Kf is complicated, and relies heavily on empirical methods with extra data on notch size, stress gradient and other factors required for estimation.

Low cycle fatigue with more extensive local plasticity tends to blunt the effect of a notch even further. A typical correction methodology uses the Neuber relationship to establish an energy balance between the nonlinear stress strain curve of the material and the local plasticity in the notch. Unscrambling Load History Fig. The amplitude and the mean stress level may in fact vary under loading. This may occur in natural blocks of loading, or it may be a random series of events.

For block loading, each block is dealt with separately. The mean stress correction is made and the number of cycles N that can be endured at the stress level S is found.

This fraction is called the damage ratio. The damage ratio from each of the blocks is summed. If total damage is less than 1. In practice, early large levels of load often bring beneficial compressive residual stresses, increasing the fatigue life. With a more random loading history, a process is required to synthesize equivalent pairs of peaks.

One method is rainflow counting. We imagine the load history turned on its side and water dripping down the positive and negative faces. The peak that juts out more will capture a rain drop. That peak is tagged and removed from the load history. A second drip identifies the next highest peak, which is tagged and removed. This process continues until all peaks are removed and is done on both faces.

Corresponding peaks from each face are paired to give equivalent cycles. A similar process is used for low cycle fatigue, but is more complicated because equivalent stabilized hysteresis loops are synthesized. Going Further This is a just a brief overview of some of the essential points of fatigue analysis using FEA.

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