Abstract

In the field of life testing, it is very important to study the reliability of any component under testing. One of the most important subjects is the “stress-strength reliability” term which always refers to the quantity in any statistical literature. It resamples a system with random strength (X) that is subjected to a random strength (Y) such that a system fails in case the stress exceeds the strength. In this study, we consider stress-strength reliability where the strength (X) follows Rayleigh-half-normal distribution and stress (, and ) follows Rayleigh-half-normal distribution, exponential distribution, Rayleigh distribution, and half-normal distribution, respectively. This effort comprises determining the general formulations of the reliabilities of a system. Also, the maximum likelihood estimation approach and method of moment (MOM) will be utilized to estimate the parameters. Finally, reliability has been attained utilizing various values of stress and strength parameters.

1. Introduction

The life of a component is described using the stress-strength models, in reliability theory, that is including a random strength (X) which is subjected to a random stress (Y). The failure of a component is occurred instantaneously when the stress level applied to it exceeds the level of the strength. Thus, the component reliability is measured by . This measurement has a variety of applications, most notably in the engineering industry, such as the degradation of rocket motors and structures, the fatigue failure of aircraft structures, the ageing of concrete pressure vessels, and static fatigue of ceramic components. Therefore, the estimation of has a great importance in the practical applications. The literature demonstrates that reliability estimation (R) has already been performed when the distributions of (X) and (Y) are Weibull, exponential, or log normal.

Church and Harris [1] firstly introduced the term stress-strength. Many authors have adopted various distributions types for stress and strength. The works of Church and Harris, Surles and Padgett [2], Raqab and Kundu [3], Mokhlis [4], and Saraçoğlu et al. [5] contain the discussion of the estimation problems of the stress-strength reliability model for different distributions. Recently, a review of all methods and results on the stress-strength reliability have presented by Kotz et al. [6]. Bayes estimators and reliability function and the parameters of the Consul, Geeta, and size-biased Geeta distributions are obtained by Khan Adil and Jan [7]. Akman et al. [8] studied the estimation of reliability using a finite mixture of inverse Gaussian distributions. The estimation of is studied by AI-Hussaini [9] based on a finite mixture of lognormal components. For more reading, see [1014].

2. Finite Mixture of Rayleigh and Half-Normal Distribution

The Rayleigh-half-normal distribution is denoted as by Abd El-Monsef and Abd El-Raouf [15]. A mixture of Rayleigh and half-normal distribution with a parameter is used to represent this model:where .

Thus, the Rayleigh-half normal distribution probability density function (pdf) is given by

The corresponding cumulative distribution function is given bywhere is the Gauss error function defined as

2.1. The Survival Function and the Hazard Function

The reliability function or the survival function tests the chance of occurring of a breakdown of units beyond certain given point in time. For monitoring, a unit lifetime across the support of its lifetime distribution; generally, the probability that an item will work properly for a specified time period with no failure is the survival function. The definition of the survival function is represented as follows:where is the complementary error function, and its definition is

The definition of the hazard rate function is the ratio between the density function and its survival function, which measures the tendency to die or to fail depending on the reached age, and therefore, it has a critical role in the classification of the distributions of lifetime, so the hazard rate function of the RHN distribution is given by

3. Stress-Strength Reliability Computations

In this section, the reliability was derived, where the random variables (X) and (Y) are the independent random variables, where the strength X follows Rayleigh-half normal distribution and the stress (Y) takes different cases (Rayleigh-half normal distribution, exponential distribution, Rayleigh distribution, and half-normal distribution).

Let (X) and (Y) be two independent random variables, where (X) represents “strength” and (Y) represents “stress” and (X), and (Y) follows a joint pdf ; thus, the component reliability is

In case that the random variables are statistically independent, then so thatwhere and are pdf’s of X and Y, respectively.

3.1. The Stress and the Strength Follows Rayleigh-Half-Normal Distribution

As the strength and , they are independent random variables with pdf and , respectively:

We derive the reliability as follows:

And, we get after the simplification:

3.2. The Strength Follows RHN Distribution and the Stress Follows Exponential Distribution

In this case, the probability density function (pdf) for the stress that follows the exponential distribution is given by

Then, reliability function for the independent random variables X and :where the strength follows RHN distribution.

3.3. The Strength Follows RHN Distribution and the Stress Follows Rayleigh Distribution

In this case, the probability density function (pdf) for the stress that follows the Rayleigh distribution is given by

Then, reliability function for the independent random variables X and iswhere the strength follows RHN distribution.

3.4. The Strength Follows RHN Distribution and the Stress Follows Half-Normal Distribution

In this case, the probability density function (pdf) for the stress that follows half-normal distribution is given by

Then, reliability function for the independent random variables X and where the strength follows RHN distribution.

4. Estimation of Stress-Strength Reliability

In the literature, a discussion of the estimation R = P(Y < X) when random variables (X) and (Y) are following the specified distributions have been presented including engineering statistics, quality control, medicine, reliability, biostatistics, and psychology. This quantity for a limited number of cases could be calculated in a closed form (Nadarajah [16] and Barreto-Souza et al. [17]). Several authors including Milan and Vesna [18] have considered the estimation of (R) for independent variables and normally distributed (X) and (Y). Later, a list of papers related to the estimation problem of (R) were reported by Greco and Venture [19] when (X) and (Y) are independent and follow a class of lifetime distributions containing Gamma distributions, exponential, generalized exponential, bivariate exponential, Weibull distribution, Burr type t model, and others.

4.1. Method of Moment (MOM) Estimation of R

The estimation of reliability is very common in the statistical literature. Now, to compute , we need to estimate the parameters and , in four cases of stress.

Since the strengths X follow RHN ,the stress have four cases:(i) follows Rayleigh-half normal distribution with parameter (ii) follows exponential distribution with parameter (iii) follows Rayleigh distribution with parameter (iv) follows half-normal distribution with parameter ; then, their population means are given by

The ME’s of , denoted by , and , respectively, can be obtained by solving (, , , , and ) numerically:

The ME of R, denoted by and is obtained by substitute with and in and .

4.2. The Maximum Likelihood Estimators of R

The maximum likelihood estimator (MLE) is the most popular method for reliability estimation because of its generality and flexibility. This method can be used if the joint distribution of the strength and the stress is a known function with some unknown parameters.

Suppose is a random sample from RHN distribution with and is a random sample from RHN distribution with . Then, the likelihood function is given by

And, the log-likelihood function of the observed samples is

By solving the following equations, the MLE of and can be obtained:

The MLEs of can be obtained, respectively, aswhere ,.

Then, the maximum likelihood estimator of R when the strength X follows distribution and stress Y follows distribution is given as

Similarly, we perform the same steps to find (MLE) in other cases; we can obtain(i)When the stress that follows the exponential distribution with parameter , the MLE of is given aswhere the strength X follows Rayleigh-half-normal distribution with parameter .(ii)When the stress that follows Rayleigh distribution with parameter and the strength X follows Rayleigh-half-normal distribution with parameter , the MLE of is given as(iii)When the stress that follows half-normal distribution with parameter , the M. L. E of is given aswhere the strength X follows Rayleigh-half-normal distribution with parameter .

5. Numerical Evaluation

In different cases, the system reliability R has evaluated for some specific values of the parameters involved in the expression of R.

5.1. Case 1: Strength and Stress Follows RHN Distribution

From Table 1 and Figures 1 and 2, it is noticed that, with the increase in the strength parameter values, the reliability value decreases. If the stress parameter increases, then the value of reliability increases.

5.2. Case 2: Strength Follows RHN Distribution and Stress Follows Exponential Distribution

From Table 2 and Figures 3 and 4, it is observed that if the strength parameter increases then the value of reliability increases. If the stress parameter increases, then the value of reliability increases.

5.3. Case 3: Strength Follows RHN Distribution and Stress Follows Rayleigh Distribution

From Table 3 and Figures 5 and 6, it is noticed that, with increasing the value of the strength and stress parameter, the reliability value decreases.

5.4. Case 4: Strength Follows RHN Distribution and Stress Follows Half-Normal Distribution

From Table 4 and Figures 7 and 8, it is noticed that, with increasing the value of the strength and stress parameter, the reliability value decreases.

5.5. Simulation Study

In this section, some results are represented depending on Monte-Carlo simulation, for comparing the estimates of (R) performance using MLE and MOM estimators fundamentally for many sample sizes. The following sample sizes are considered; (n, m) = (5, 5), (10, 10), (20, 20), (30, 30), (40, 40), (50, 50), and (100, 100). From each sample, the estimates are computed for the parameters using MLE and method of moment estimation. Once the parameters are estimated, the estimates of is obtained. The average biases of is reported in Table 5 and mean squared errors (MSEs) of are in Table 6.

The first row includes the average bias of using the MLE and second row includes the average bias of using the MOM, in each cell.

The first row includes the average MSE of using the MLE and second row includes the average MSE of using the MOM, in each cell.

6. Conclusions

The proposed model in this paper, the stress-strength reliability has been studied for Rayleigh-half normal when the strength (X) follows Rayleigh-half normal distribution, and the stress (Y) takes Rayleigh-half normal distribution, exponential distribution, Rayleigh distribution, and half-normal distribution. Based on the computations and graphs, (i) it has been noticed that when the stress parameter is increased, the reliability value lowers, and when the strength parameter is increased, the reliability value increases. The numerical assessment demonstrates that increasing the stress parameter decreases the dependability value in case (ii), whereas increasing the strength parameter increases the reliability value. In cases (iii) and (vi), increasing the stress parameter decreases the reliability value, whereas increasing the strength parameter increases it. A comparison is carried out between two methods of reliability estimation when (Y) and (X) both follow Rayleigh-half normal distributions for various parameters scale. We provide MLE and MOM procedure for estimating the unknown parameters that are used for reliability estimation (R). Based on the simulation findings, we can conclude that MLE outperforms MOM in terms of average bias and average MSE for a variety of parameter choices.

Data Availability

All data used to support the findings of the study are available within the article.

Conflicts of Interest

The authors declare that they have no conflicts of interest.