Dependent Stress-Strength Reliability Model

For a 22-dimensional continuous random vector (X,Y)(X,Y) with joint cumulative distribution function (CDF) H(x,y)H(x,y) and univariate marginal CDFs F(x)F(x) and G(y)G(y). Then, based on Sklar’s Theorem there exist a unique 22-dimensional copula function C:[0,1]2[0,1]C:[0,1]^2 \rightarrow [0,1] satisfying H(x,y)=C(F(x),G(y)). H(x,y)=C \big( F(x), G(y) \big). Let cc and hh be the corresponding joint probability density function (PDF) of CC and HH, respectively, and f,gf,g are the corresponding PDF of F,GF, G, we have h(x,y)=H(x,y)xy=C(F(x),G(y))xy=c(F(x),G(y))f(x)g(y). h(x,y) = \frac{\partial H(x,y)}{\partial x \partial y} = \frac{\partial C(F(x), G(y))}{\partial x \partial y} = c \big( F(x), G(y) \big) f(x) g(y).

Let the strength XX and stress YY variables be dependent, with their dependence modeled via a two-dimensional copula function C(u,v)C(u,v) and joint PDF h(x,y)h(x,y). Then, the dependent stress–strength reliability RR is given by R=P(X>Y)=00xh(x,y)dydx=00xC2(u,v)uv|u=F(x)v=G(y)f(x)g(y)dydx=0C(u,v)u|u=F(x)v=G(x)fX(x)dx. \begin{eqnarray*} R = P(X>Y) &=& \int_{0}^{\infty} \int_{0}^{x} h(x,y) \mathrm{d}y \mathrm{d}x = \int_{0}^{\infty} \int_{0}^{x} \frac{\partial C^2(u,v)}{\partial u \partial v} \Biggr|_{ \begin{smallmatrix} u=F(x) \\ v = G(y) \end{smallmatrix} } f(x) g(y) \mathrm{d}y \mathrm{d}x \\ &=& \int_{0}^{\infty} \frac{\partial C(u,v)}{\partial u} \Biggr|_{ \begin{smallmatrix} u=F(x) \\ v = G(x) \end{smallmatrix} } f_X(x) \mathrm{d}x. \end{eqnarray*}

The joint distribution function of the two-dimensional Clayton copula, along with its joint probability density function, are given by Cθ(u,v)=(uθ+vθ1)1/θ,C_{\theta}(u,v) = (u^{-\theta} + v^{-\theta} - 1)^{-1/\theta}, and cθ(u,v)=(θ+1)u(θ+1)v(θ+1)(uθ+vθ1)(1θ+2),c_{\theta}(u,v) = (\theta +1) u^{-(\theta + 1)} v^{-(\theta + 1)} \big( u^{-\theta} + v^{-\theta}-1 \big)^{-\left (\frac{1}{\theta} + 2 \right)}, where θ>0\theta >0.

When XMWD(a1,b1,λ1)X \sim MWD(a_1,b_1,\lambda_1), YMWD(a2,b2,λ2)Y \sim MWD(a_2,b_2,\lambda_2) with the two-dimensional Clayton copula from, RR becomes R=0FX(x)(θ+1)(FX(x)θ+GY(x)θ1)(1θ+1)fX(x)dx=01t(θ+1)(tθ+GY(FX1(t))θ1)(1θ+1)dt, \begin{eqnarray*} R &=& \int_{0}^{\infty} F_X(x)^{-(\theta + 1)} \big(F_X(x)^{-\theta} + G_Y(x)^{-\theta}-1 \big) ^{-\left (\frac{1}{\theta}+1 \right)} f_X(x) \mathrm{d}x \\ &=& \int_{0}^{1} t^{-(\theta +1)} \big( t^{-\theta} + G_Y(F_{X}^{-1}(t))^{-\theta} -1 \big)^ {-\left(\frac{1}{\theta}+1 \right) } \mathrm{d}t, \end{eqnarray*} where FX(x)FX(x;a1,b1,λ1)=1exp(a1xb1eλ1x),F_X(x) \equiv F_X(x;a_1,b_1,\lambda_1) = 1- \exp(-a_1 x^{b_1} e^{\lambda_1 x}), and GY(y)GY(y;a2,b2,λ2)=1exp(a2yb2eλ2y).G_Y(y) \equiv G_Y(y;a_2,b_2,\lambda_2) = 1- \exp(-a_2 y^{b_2} e^{\lambda_2 y}).

Further details can be found in Kızılaslan (2026).

References

Kızılaslan, Fatih. (2026). Reliability estimation in dependent stress–strength model with Clayton copula and modified Weibull margins.arXiv:2604.12130