Dependent Stress-Strength Reliability Model
For a
-dimensional
continuous random vector
with joint cumulative distribution function (CDF)
and univariate marginal CDFs
and
.
Then, based on Sklar’s Theorem there exist a unique
-dimensional
copula function
satisfying
Let
and
be the corresponding joint probability density function (PDF) of
and
,
respectively, and
are the corresponding PDF of
,
we have
Let the strength
and stress
variables be dependent, with their dependence modeled via a
two-dimensional copula function
and joint PDF
.
Then, the dependent stress–strength reliability
is given by
The joint distribution function of the two-dimensional Clayton
copula, along with its joint probability density function, are given by
and
where
.
When
,
with the two-dimensional Clayton copula from,
becomes
where
and
Further details can be found in Kızılaslan (2026).