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Reliability Growth Analysis (RGA) is a vital methodology for evaluating how the reliability of systems or products improves over time, particularly during development and testing phases. By monitoring failures and implementing corrective actions, engineers can track the rate of reliability improvement and forecast future performance.
RGA is especially useful in scenarios where iterative enhancements are made—such as design updates or process optimizations—with the ultimate goal of achieving a mature, dependable product.
The Crow-AMSAA introduced by Larry Crow in 1975, is a widely adopted model in reliability engineering. The model takes failure behavior as a Non-Homogeneous Poisson Process (NHPP) governed by a power law, making it particularly effective for systems undergoing reliability growth due to continuous improvements.
In an NHPP, the rate of failures is not constant over time—it changes as improvements are made. While the individual failure events still follow a Poisson distribution, the intensity (or rate) of failures is time-dependent. This characteristic allows the Crow-AMSAA model to capture both reliability growth (decreasing failure rate) and degradation (increasing failure rate).
The failure intensity (rate of failures per time unit) is modeled as a power function of time:
\[ \lambda(t) = \beta \cdot t^{\beta - 1} \]
where:
The cumulative number of failures up to time \(t\) is given by:
\[ N(t) = \lambda_0 \cdot t^{\beta} \]
Where:
The Shape Parameter (\(\beta\)) indicates whether the system is improving or deteriorating:
If \(\beta\) > 1, failures are increasing over time, indicating that reliability is worsening.
If \(\beta\) < 1, failures are decreasing, indicating that reliability is improving over time.
\(\beta\) = 1 implies a constant failure rate (no growth or degradation).
The Scale Parameter (\(\lambda_0\)) is related to the initial failure rate.
The Piecewise Weibull NHPP model, developed by Guo et al. (2010), extends the traditional NHPP by allowing different time segments to follow their own Weibull failure distributions. This method is especially useful when failure behavior shifts across phases of development — such as early, middle, and late stages — where the underlying reliability dynamics may differ.
The Weibull intensity function for each time segment \(i\) is modeled as:
\[ \lambda_i(t) = \frac{\beta_i}{\eta_i} \left( \frac{t - t_{i-1}}{\eta_i} \right)^{\beta_i - 1} \]
Where:
First, set up some cumulative time/failure data and specify the breakpoint:
times <- c(25, 55, 97, 146, 201, 268, 341, 423, 513, 609, 710, 820, 940, 1072, 1217)
failures <- c(1, 1, 2, 4, 4, 1, 1, 2, 1, 4, 1, 1, 3, 3, 4)
breakpoints <- 500
Then run the rga and plot the results:
result <- rga(times, failures, model_type = "Piecewise Weibull NHPP", breakpoints = breakpoints)
plot_rga(result)
This enhanced version of the Piecewise Weibull NHPP model incorporates change point detection, which identifies time points where the underlying failure process shifts. Rather than manually specifying breakpoints, this model automatically segments the data based on significant changes in reliability behavior using statistical techniques.
The Duane Model, introduced by J.T. Duane in 1964, is a graphical technique for evaluating reliability growth. The model is based on the assumption that reliability improves over time and visualizes this via a log-log plot of cumulative failure rate (or mean time between failures, MTBF) versus time.
Reliability Growth Analysis (RGA) provides a powerful statistical framework for tracking and predicting how a system’s reliability evolves throughout development. Models like Crow-AMSAA, Piecewise Weibull NHPP, and the Duane Model allow engineers and analysts to quantify improvements (or regressions) in reliability, understand system behavior across development phases, detect significant shifts in failure patterns, and guide design changes and process improvements.
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They may not be fully stable and should be used with caution. We make no claims about them.
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