Consider the fatigue life of a structural joint for which the S/N curve has been found to be N_{f}=K(S_{r})^{-4} . In actual use, the joint will be subjected to a narrowband stochastic stress \left\{X(t)\right\} that is mean-zero and has standard deviation \sigma _{X} . This narrowband stress can be written as X(t)=A(t)\cos [\omega _{c}t+\theta (t)] , with A(t) and \theta (t) being independent and \theta (t) uniformly distributed on the set of possible values. Rather than being Rayleigh distributed, it is believed that A(t) has the one-sided Gaussian distribution
p_{A(t)}(u)=\frac{1}{\pi^{1/2}\sigma _{X}}\exp \left(\frac{-u^{2}}{4\sigma ^{2}_{X}} \right) U(u)Compare the fatigue life predicted by the Rayleigh approximation, the use of S_{r}=2A(t) and p_{A(t)}(u) in Eq. 11.49 \frac{1}{E(N(T))} \equiv E(\Delta D)=K^{-1}E(S_{r}^{m}) , and the use of Eq. 11.66
GR=\left(1+\frac{m(m-1)(kurtosis-3)}{24} \right) ^{-1} for kurtosis \gt 3
GR=1+\frac{m(m-1)(3- kurtosis)}{24} ^{-1} for kurtosis \lt 3