Abstract
This paper introduces a novel three-parameter probability model, the unit-Gompertz–Makeham (UGM) distribution, designed for modeling bounded data on the unit interval (0,1). By transforming the classical Gompertz–Makeham distribution, we derive a unit-support distribution that flexibly accommodates a wide range of shapes in both the density and hazard rate functions, including increasing, decreasing, bathtub, and inverted-bathtub forms. The UGM density exhibits rich patterns such as symmetric, unimodal, U-shaped, J-shaped, and uniform-like forms, enhancing its ability to fit real-world bounded data more effectively than many existing models. We provide a thorough mathematical treatment of the UGM distribution, deriving explicit expressions for its quantile function, mode, central and non-central moments, mean residual life, moment-generating function, and order statistics. To facilitate parameter estimation, eight classical techniques, including maximum likelihood, least squares, and Cramér–von Mises methods, are developed and compared via a detailed simulation study assessing their accuracy and robustness under varying sample sizes and parameter settings. The practical relevance and superior performance of the UGM distribution are demonstrated using two real-world engineering datasets, where it outperforms existing bounded models, such as beta, Kumaraswamy, unit-Weibull, unit-gamma, and unit-Birnbaum–Saunders. These results highlight the UGM distribution’s potential as a versatile and powerful tool for modeling bounded data in reliability engineering, quality control, and related fields.
Keywords:
Gompertz–Makeham; moments; reliability; mean residual life; order statistics; parameter analysis; petroleum reservoirs; mechanical components MSC:
62E10; 62F10; 62G30; 62P30; 62R10
1. Introduction
Bounded distributions (on the unit interval (0, 1)) have garnered considerable attention in the statistical literature due to their applicability in modeling proportions, rates, and probabilities. The beta distribution remains one of the most widely used models in this class owing to its flexibility in shape and tractable mathematical properties; see Gupta and Nadarajah [1]. However, despite its utility, the beta distribution structure may not be sufficient to capture data with more complex features such as multimodality or non-monotonic hazard rates; see Lai and Jones [2]. To address these limitations, several generalizations and alternative bounded models have been proposed. The Kumaraswamy distribution, introduced by Kumaraswamy [3], offers similar flexibility to the beta distribution while providing a closed-form cumulative distribution function, which is computationally advantageous in many applications. Classical distributions such as the beta and Kumaraswamy families have long served as foundational tools in this context. Consequently, there has been continued interest in developing new bounded models that offer greater flexibility and improved fit across a wide range of applications. Subsequent extensions, including the generalized beta, McDonald distribution, and various transformed models, have sought to improve tail behavior, accommodate different skewness structures, or simplify inference.
More recently, research has focused on transforming well-known continuous distributions into the unit interval to develop new families of bounded distributions. This approach leverages the structural properties of established distributions while adapting them for modeling unit-bounded data. For example, transformations of the Weibull, log-logistic, and Burr families have led to bounded analogues with enhanced flexibility and improved modeling capabilities. See, for example, unit-Weibull (by Mazucheli et al. [4]), unit-logistic (by Menezes et al. [5]), unit-Birnbaum–Saunders (by Mazucheli et al. [6]), unit-gamma (by Dey et al. [7]), unit-Gompertz (by Mazucheli et al. [8]), unit-Lindley (by Mazucheli et al. [9]), unit-extended-Weibull (by Guerra et al. [10]), unit-Teissier (by Krishna et al. [11]), unit-log–log (by Korkmaz and Korkmaz [12]), power new power function (by Karakaya et al. [13]), and unit Zeghdoudi (by Bashiru et al. [14]), among others. It should be noted that most of these distributions have more than two parameters, which can lead to biased estimates, particularly when the sample size is small.
The Gompertz–Makeham (GM) distribution was originally introduced by Benjamin Gompertz in 1825 and William Makeham in 1860. It is frequently used to construct growth models, analyze insurance data, and describe human mortality; see Marshall and Olkin [15]. This distribution is well known in demography, actuarial science, and reliability engineering due to its ability to capture varying hazard rate structures and aging properties. It has also received recent attention in various real-world applications; for example, see Jodr’a [16], Missov and Lenart [17], and Wang and Guo [18], among others. Moreover, the GM model is identifiable for all values of its parameters, as recently noted by Castellares et al. [19].
Suppose that Y is the lifetime random variable of a test subject following the GM distribution, denoted by , where . Hence, the corresponding cumulative distribution function (CDF), , and the probability density function (PDF), , of are
and
respectively.
Despite the usefulness of existing bounded models such as the beta and Kumaraswamy distributions, they exhibit important shortcomings in practice. For instance, the beta distribution, while highly flexible, cannot adequately capture multimodal behaviors or complex hazard rate shapes, and the Kumaraswamy distribution, although computationally convenient, shares similar limitations. More general alternatives, such as the generalized beta or McDonald families, improve tail behavior and skewness but introduce multiple parameters, which can complicate inference and lead to unstable estimates with small or moderate sample sizes. Recently proposed unit distributions—such as the unit-Weibull, unit-gamma, and unit-Birnbaum–Saunders—expand the modeling toolbox; however, most of them cannot simultaneously accommodate decreasing, increasing, bathtub-shaped, and inverted-bathtub-shaped hazard rate functions (HRFs). The proposed unit-GM (UGM) distribution addresses these limitations by retaining the structural advantages of the classical GM model while adapting it to the unit interval. Consequently, the UGM model combines tractability with enhanced flexibility, offering diverse density and hazard rate forms within a parsimonious three-parameter framework.
Despite the usefulness of existing bounded models, such as the beta and Kumaraswamy distributions, they exhibit notable shortcomings in practical applications. Recently proposed unit distributions—including the unit-Weibull, unit-gamma, and unit-Birnbaum–Saunders—expand the modeling toolbox; however, most cannot simultaneously accommodate decreasing, increasing, bathtub-shaped, and inverted-bathtub-shaped HRFs. By extending the GM random variable to the unit interval, this study addresses these limitations while retaining the structural advantages of the classical GM model. To this end, we introduce a new unit distribution derived from the traditional GM distribution, hereafter referred to as the UGM distribution. This construction employs a transformation-based approach designed to preserve the desirable aging properties of the original distribution while adapting it to model variables bounded in (0,1). Beyond its theoretical appeal, the UGM distribution offers several practical advantages. It provides closed-form expressions for the cumulative distribution and survival functions, as well as tractable forms for its moments and entropy, making it particularly suitable for likelihood-based inference and model comparison. Furthermore, through real data applications and Monte Carlo simulations, we demonstrate that the UGM distribution can outperform existing bounded models, including the beta, Kumaraswamy, unit-Weibull, unit-gamma, and unit-Gompertz distributions, across multiple goodness-of-fit metrics.
Given the simplicity of the GM distribution, we next propose its unit model, referred to as the UGM distribution. Leveraging the tractability of the PDF and CDF of the base GM lifespan model, the UGM distribution is highly versatile and applicable across a wide range of areas, particularly in life testing and reliability studies. Moreover, the UGM distribution can capture increasing, decreasing, bathtub-shaped, and inverted-bathtub-shaped HRF patterns, which are often challenging to describe adequately using conventional models. The main contributions of this study can be summarized as follows:
- Introduction of a novel probability distribution that serves as an effective tool for modeling real-world data, with the potential to outperform existing distributions in capturing decreasing and inverted-bathtub-shaped hazard rate patterns.
- Comprehensive investigation of the new distribution’s key properties, including skewness, kurtosis, moments, and tail behavior, which are essential for understanding its characteristics and potential applicability across various domains.
- Parameter estimation using eight classical methods, providing a thorough evaluation of their accuracy and efficiency and offering guidance for selecting suitable techniques in practical applications.
- A simulation study assessing the performance of the estimation methods under different scenarios using standard statistical accuracy measures.
- Application to two engineering datasets—one from oil reservoirs and the other from mechanical components—demonstrating the practical utility of the model and its potential to achieve better fit than existing bounded distributions.
The remainder of this manuscript is organized as follows. Section 2 formally introduces the UGM model. Section 3 presents its fundamental statistical properties. Section 4 addresses parameter estimation using eight classical methods. Section 5 presents a Monte Carlo simulation study. Section 6 applies the model to two engineering datasets. Finally, Section 7 provides concluding remarks.
2. The UGM Model
In this part, we introduce the UGM distribution and investigate some of its mathematical and statistical properties. By applying the transformation to the CDF and PDF of the GM distribution, (2) and (1), respectively, we obtain a new distribution on (0, 1), referred to as the UGM distribution, whose CDF (say, ) is given by
and equivalently, its PDF (say, ), is defined as
Henceforth, we shall refer to this model as .
Proof: See Appendix A.
2.1. Reliability Metrics
The reliability (or survival) function (RF), symbolized as , of the UGM model (at a mission time t for ) is given by
The HRF (symbolized as ) of the UGM model (at ) is
The reversed-HRF (symbolized as ) of the UGM model (at ) is
Depending on the parameter values of , each subplot in Figure 1 displays five density (failure rate) curves illustrating diverse shapes over , which reveal the following:
- Figure 1a shows that the UGM density can be decreasing, increasing, unimodal, or right-skewed. This highlights the distribution’s flexibility in modeling various behaviors, including early risk, balanced variability, and increasing hazard.
- Figure 1b captures different failure behaviors of the UGM distribution, including decreasing, increasing, bathtub-shaped, and increasing-then-bathtub-shaped hazard rates. These failure rate patterns emphasize the flexibility of the UGM distribution in representing diverse real-world risks.
Figure 1.
Several shapes of the UGM density and hazard (failure) rate functions.
2.2. Quantile and Quartiles
The quantile function of the UGM distribution is a highly tractable and useful property. By the inverse transform theorem, the quantile function can be obtained by inverting the CDF, , in (3). Specifically, the UGM quantile is determined by solving for x in terms of as
It is clear that there is no closed-form quantile function. To compute the quantile , solve Equation (9) numerically. For real-world applications, numerical methods or approximations can be employed instead of the conventional algebraic form.
3. Distribution Characteristics
In this section, we present several important characteristics of the UGM distribution, including its quantile function, moments, skewness, kurtosis, mean residual life, and order statistics.
3.1. Moments
The rth moment about zero of the UGM distribution, denoted by , is given by
where is the PDF of the UGM distribution.
Using in Equation (14), the mean of the UGM distribution (say, ) is
The variance of the UGM distribution (say, ) can be calculated as , where
An exact closed-form expression of Equation (14) is not available; therefore, numerical methods are required to evaluate the desired moments. Specifically, by setting and considering several choices for , Table 1 illustrates the behavior of the mean (), variance (), index of dispersion (), coefficient of variation (), skewness (), and kurtosis () for the UGM model. This assumption uses selected UGM parameter values as representative cases, without loss of generality, to evaluate the behavior of the proposed statistical measures. The following observations can be made:
- As increases (for fixed and ), the values of and increase, whereas , , , and decrease. Similar patterns are observed as increases.
- As increases (for fixed and ), the values of and increase, whereas , , , and decrease.
- The values of indicate that the distribution can shift from positively skewed (right-skewed) at small parameter values to negatively skewed (left-skewed) as increases. Larger values tend to reduce the magnitude of skewness, making the distribution more symmetric.
- The values of are generally greater than 3, indicating leptokurtic behavior (more peaked with heavier tails than the normal distribution). However, as or increases, kurtosis tends to decrease, approaching a mesokurtic (normal-like) shape.
- In short, small produces highly skewed and peaked distributions, while larger or yields more symmetric and less peaked shapes.
- The UGM data exhibit consistent under-dispersion () across all parameter settings, with the strongest under-dispersion occurring at larger , , and values. No over-dispersion is observed in any case.
Table 1.
Statistics of the UGM distribution.
Keep in mind that Figure 1a illustrates that the PDF of the proposed model can have at most one mode. To formally establish this property, we present the following result, which summarizes these findings and their implications. First, we maximize by taking its first derivative, setting it equal to zero, and solving for x to determine the mode, as follows:
Since no closed-form expression is available, the mode must be evaluated numerically. To illustrate its behavior, several representative values of , , and are considered.
3.2. Mean Residual Life
The mean residual life (MRL) function of the UGM distribution at time , denoted by , is given by
After various simplifications, the MRL of the UGM model is given by
3.3. Moment-Generating Function
The moment-generating function (MGF) of the UGM distribution, denoted by , is given by
From (4), the MGF becomes
As a result, the MGF of the UGM is given by
3.4. Order Statistics
Let ... denote the order statistics from a sample of size n drawn from the UGM population, whose CDF and PDF are given by (3) and (4), respectively. The PDF of the ith order statistic can be expressed as
where and is the beta function. From (3) and (4), we may write as
Additionally, the CDF for the ith order statistic is represented as
4. Methods of Estimation
Comparing estimation strategies is essential for identifying the methods that provide the most accurate parameter estimators from a statistical perspective. In this section, we employ eight classical estimation approaches to obtain point estimators of the unknown parameters , , and . For a comprehensive discussion of various classical estimation methods, see, for example, Hassan and Alharbi [20], Shafiq et al. [21], and Alqasem et al. [22], among others.
4.1. Maximum Likelihood
The maximum likelihood estimation (MLE) method is the most widely used approach in statistical inference due to its straightforward and intuitive motivation. Moreover, the MLE possesses several desirable properties (see, for example, Rohde [23]). Let be a random sample. From (4), the log-likelihood function, , for the UGM distribution can be written as follows:
4.2. Maximum Product of Spacings
The maximum product of spacing (MPS) estimation method is widely regarded as a competitive alternative to the MLE in the statistical literature. The MPS estimators (MPSEs) possess many of the same desirable properties as MLEs. Following Cheng and Amin [25], the natural logarithm of the MPS function, to be maximized, is defined as follows when are the order statistics of a random sample of size n drawn from the UGM population:
where
The MPSEs of , , and , denoted by , , and , can be obtained by simultaneously solving the following three non-linear equations:
and
respectively, where
- and
Again, just like in the case of the MLEs, we recommend using the maxLik package (Henningsen and Toomet [24]) to obtain the MPSEs , , and for , , and , respectively.
4.3. Cramér–Von-Mises
The Cramér–von Mises estimators (CRVMEs) for , , and of the UGM distribution, denoted by , , and , can be obtained by minimizing the following objective function:
The CRVMEs , , and of , , and can be obtained by solving the following system of non-linear equations:
and
respectively, where .
4.4. Weighted Least Squares and Ordinary Least Squares
In this subsection, we examine the weighted-least-squares estimator (WLSE) and ordinary-least-squares estimator (OLSE) of the UGM distribution parameters , , and . The goal of these methods is to minimize the squared discrepancies between the theoretical and empirical CDFs. It is known, for the ordered sample , that . As a result, we have
The OLSEs and WLSEs of the parameters , , and can be obtained by minimizing the functions below:
and
with regard to , , and .
The OLSEs, denoted by , , and , can be obtained by solving the following system of equations simultaneously:
and
Similarly, the WLSEs, denoted by , , and , can be obtained by solving the following system of equations simultaneously:
and
4.5. Percentile
The UGM distribution has a closed-form quantile function, which can be used to estimate percentiles of the unknown parameters. This method aims to minimize the discrepancy between population and sample percentiles. The percentile estimators (PCEs) of , , and , denoted by , , and , can be obtained for the UGM distribution by minimizing the following objective function:
Since the UGM percentiles do not have a closed-form expression, numerical methods must be employed to obtain , , and for the parameters , , and , respectively.
4.6. Anderson–Darling and Right-Tail Anderson–Darling
The Anderson–Darling estimators (ADEs) of , , and , denoted by , , and , can be obtained by minimizing the following function with respect to , , and :
As a result, the estimators , , and of , , and , respectively, can be calculated by solving the following equations:
and
respectively, where and .
The right-tail Anderson–Darling estimators (RADEs) for the parameters , , and , denoted by , , and , can be obtained by minimizing the following function:
The RADEs , , and for the UGM parameters , , and can be obtained by solving the following system of non-linear equations:
and
respectively.
5. Simulation Study
This section utilizes a Monte Carlo simulation framework to investigate the behavior of the proposed estimators under various controlled conditions. To this end, a total of 5000 synthetic datasets are generated for each considered scenario, with sample sizes n (=20, 50, 100, 150, 200). The data are drawn from the distribution, incorporating different configurations of the model parameters to capture a range of distributional shapes. In particular, we examine the impact of two values of each unknown parameter, such as , , and , applied across the following five parameter combinations for :
- Set-1: ;
- Set-2: ;
- Set-3: ;
- Set-4: ;
- Set-5: .
All computational analyses were carried out using the (v 4.2.2) software environment. The parameter values , , and were chosen to encompass a wide range of distributional shapes of the UGM model. In particular, smaller values of generate highly skewed and heavy-tailed distributions, whereas larger values yield more symmetric and lighter-tailed forms. This selection allows the simulation study to evaluate estimator performance under both extreme and moderate scenarios, thereby providing a comprehensive assessment of robustness and accuracy. It is worth noting that the starting points of , , and were set to their true values. Alternatively, moment-based or percentile-based initialization, together with grid-search refinement, can be used to assign suitable starting points for each parameter.
A comparative evaluation of all estimation procedures was conducted using three standard error metrics: mean squared error (MSE), mean absolute bias (MAB), and relative absolute bias (RAB). For each method evaluated, the estimates for these metrics, along with total ranks (TRs) and order ranks (ORs) for , , and , are presented in Table 2, Table 3, Table 4, Table 5 and Table 6. Across all experimental conditions, results show a clear trend of improved estimator accuracy with larger sample sizes n, confirming the consistency of the estimators for all parameters. Notably, both ML and MPS methods consistently provide more accurate and stable estimates compared to other approaches.
Table 2.
The estimates (1st column) and their ranks (2nd column) of , , and from Set-1.
Table 3.
The estimates (1st column) and their ranks (2nd column) of , , and from Set-2.
Table 4.
The estimates (1st column) and their ranks (2nd column) of , , and from Set-3.
Table 5.
The estimates (1s column) and their ranks (2nd column) of , , and from Set-4.
Table 6.
The estimates (1st column) and their ranks (2nd column) of , , and from Set-5.
To summarize overall performance across different parameter settings, mean total ranks (MTRs) and mean order ranks (MORs) were calculated and are summarized in Table 7. This table demonstrates that the MLE generally outperforms all others in most scenarios, with the MPSE ranking close behind. When ranking the estimation strategies according to their average performance, the efficiency from most to least effective is as follows: MLE, MPSE, CRVME, OLSE, WLSE, PCE, ADE, and RADE. These rankings are fully aligned with the individual results presented in Table 2, Table 3, Table 4, Table 5 and Table 6. From Set-1 (as an example), Figure 2 displays the simulated results, including MSE, MAB, and RAB values corresponding to the parameters , , and . The fitted lines shown in Figure 2 correspond to the estimation methods and confirm the same inferential findings listed in Table 2.
Table 7.
The MTR and MOR for estimates of from Set-.
Figure 2.
Estimation plots of , , and .
To summarize, we recommend using the ML method as the preferred approach in practical applications involving the UGM distribution, with the MPS method serving as a reliable alternative when ML is unsuitable or computationally intensive.
6. Real-World Applications
This section examines two distinct engineering applications to demonstrate the practical utility of the proposed inferential methods and to highlight the advantages of the UGM model in capturing various real-world scenarios. These applications are as follows:
- Application 1: This application analyzes twelve core samples extracted from petroleum reservoirs, each obtained across four distinct cross sections, resulting in a total of forty-eight observations. For each core sample, permeability was measured as the primary response variable. Additionally, three key geometric properties were recorded at the cross-section level: total pore area, total pore perimeter, and pore shape. These variables are critical for characterizing the microstructural features influencing fluid flow through the reservoir rock and provide a basis for investigating the relationship between pore geometry and permeability. The petroleum reservoirs dataset was first provided by the R Core Team [26] and later reanalyzed by Mazucheli et al. [4] and Dey et al. [7].
- Application 2: This application investigates twenty mechanical components by analyzing their time to failure under controlled operational stress, aiming to quantify their reliability characteristics, estimate distributional parameters, and provide predictive insights into failure risk. Given that this dataset contains a single extreme outlier (0.485), the analysis is presented as an illustrative case study without loss of generality. Accordingly, the results are intended to demonstrate the potential applicability of the UGM distribution in small-sample contexts. The mechanical components dataset was presented by Murthy et al. [27] and later discussed by Elshahhat et al. [28] and Alqasem et al. [22].
For clarification, in Application 1, the UGM distribution captures a non-monotonic hazard rate consistent with systems that exhibit early failures followed by stability, which is a feature not accounted for by competing bounded models. In Application 2, the fitted UGM parameters indicate heavier tails, underscoring the non-negligible probabilities of extreme performance outcomes and their implications for reliability margins.
Before analyzing the new UGM model and after multiplying each data point in the petroleum reservoirs dataset by two, Table 8 lists the time data points for Applications 1 and 2. It should be noted that the permeability data were rescaled to the unit interval (by multiplication with a constant) solely for compatibility with bounded distributions and for computational convenience; this transformation does not alter the substantive interpretation of the results. Furthermore, Table 9 presents a comprehensive summary of descriptive statistics—including the mean, mode, three quartiles (, ), standard deviation (SD), and skewness—for the datasets used in Applications 1 and 2. The summary statistics reveal that Application 1 employed a dataset with a relatively balanced distribution and modest right skew, whereas Application 2 used a dataset with heavy right skew, indicating the presence of extreme upper values. The greater spread and higher mean in Application 1’s data also reflect more variability and generally larger observations compared to the more compact and lower-valued data in Application 2.
Table 8.
Data points for petroleum reservoirs (top) and mechanical components (bottom).
Table 9.
Statistical summary of datasets in Applications 1 and 2.
To evaluate the performance of the UGM distribution across the full datasets presented in Applications 1 and 2, we compared it against nine alternative lifetime models characterized by flexible and unbounded failure rate structures (see Table 10). The model comparison was conducted using eight widely used goodness-of-fit and information criteria: (i) negative log-likelihood (), (ii) Akaike Information (), (iii) Bayesian Information (), (iv) Consistent AI (), (v) Hannan–Quinn Information (), (vi) Anderson–Darling (), (vii) Cramér–von Mises (), and (viii) Kolmogorov–Smirnov () statistic along with its corresponding -value.
Using the AdequacyModel package (Marinho et al. [29]), the detailed results of criteria (i)–(viii) are summarized in Table 11. In addition to model selection metrics, Table 12 provides the MLEs (along with standard errors, SEs) of each model parameter. Here, we initialize all parameters with starting points chosen based on their theoretical domains; see, for example, Mariel et al. [30]. According to the estimated selection criteria, the best (optimal) models correspond to the smallest values of , , , , , , , and and of the largest -value. The findings in Table 11 clearly favor the proposed UGM model as the most suitable candidate among all competing alternatives presented in Table 10.
Table 10.
Nine competitive models for UGM distribution.
Table 11.
Summary fit for the UGM and its competitor models.
Table 12.
The fitted parameters of UGM and its competitor models.
To initialize the parameters , , and of the UGM distribution for the proposed computational analysis based on the two real-world datasets in Applications 1 and 2, the contours of the log-likelihood function for these parameters are displayed in Figure 3. It indicates that the optimal starting values (red-point coordinates) of , , and are close to their MLEs reported in Table 11. Moreover, the results confirm that the MLEs of , , and exist and are unique. Therefore, we recommend using these estimates as initial values for subsequent computational iterations.
Figure 3.
Contour maps of (left), (center), and (right) from physics and engineering datasets.
Using six visualization panels for a detailed comparison of the UGM and its competitor models under the datasets analyzed in Applications 1 and 2, Figure 4 and Figure 5 display the following: (i) probability–probability (PP) plots, (ii) quantile–quantile (QQ) plots, (iii) fitted RFs, (iv) fitted PDFs, (v) scale TTT-transform (TTT), and (vi) violin plots with boxplots.
Figure 4.
Fitting diagrams of the UGM and its competitor models from Application 1.
Figure 5.
Fitting diagrams of the UGM and its competitor models from Application 2.
- Subplots (a)–(c) visually support the numerical results in Table 11, clearly showing that the UGM model produces fitted values closely aligned with the empirical observations in both Application 1 and Application 2.
- Subplot (d) indicates that the fitted UGM density shapes for Applications 1 and 2 are right-skewed and strictly right-skewed, respectively.
- Subplot (e) shows that the proposed datasets in Applications 1 and 2 exhibit increasing and upside-down bathtub failure rate shapes, respectively, supporting the theoretical UGM failure rates first depicted in Figure 1.
- Subplot (f) demonstrates that Application 1’s data have a wider spread with a higher median, indicating greater variation, whereas Application 2’s data are more concentrated with a lower median, suggesting more consistency. Overall, Application 1’s dataset appears more heterogeneous, while Application 2’s dataset is more homogeneous.
While several competing models in Table 11 achieve an acceptable fit, the superiority of the UGM distribution is supported by multiple complementary criteria. In particular, the UGM consistently attains the lowest values of all information-based measures while also yielding the highest -value, indicating an optimal balance between goodness of fit and parsimony. Moreover, graphical diagnostics (Figure 4 and Figure 5) demonstrate a closer agreement between the empirical and theoretical distributions under the UGM model. Beyond these empirical findings, the UGM possesses a theoretical advantage: unlike most unit distributions, it can flexibly accommodate decreasing, increasing, bathtub-shaped, and inverted-bathtub-shaped hazard rate patterns.
7. Conclusions
In this paper, we introduced and studied a novel continuous probability distribution defined on the unit interval . The model is constructed by applying a suitable transformation to the classical GM distribution, enabling flexible modeling of bounded data while retaining key characteristics of the parent distribution. We thoroughly investigated its statistical and mathematical properties, including explicit derivations of the cumulative distribution function, probability density function, quantile function, and moments. Important reliability properties, such as the hazard rate, reversed hazard rate, and mean residual life, were also examined, highlighting the model’s potential in survival and reliability analysis. To estimate model parameters, eight estimation methods were considered, including maximum likelihood, maximum product of spacings, and ordinary least squares. A comprehensive simulation study demonstrated that maximum likelihood consistently provides the most accurate and efficient parameter estimates, closely followed by the product of spacings method in terms of bias and mean square error. Applications to real-world datasets further illustrated the model’s superior flexibility and goodness of fit relative to existing bounded distributions, particularly in capturing diverse hazard rate shapes, including decreasing, increasing, bathtub, and inverted-bathtub forms. The results underscore two major insights. First, the distribution offers an unprecedented range of shapes for both its density and hazard functions, which are difficult to replicate with traditional bounded models. Second, maximum likelihood and maximum product of spacings are the most reliable estimation techniques, providing stable and accurate parameter inference. This work opens several avenues for future research. Theoretically, extensions to regression frameworks, multivariate forms, and copula-based constructions could further enhance the model’s applicability. Methodologically, Bayesian estimation procedures and computationally efficient algorithms for large datasets merit further investigation. Practically, the distribution can be especially useful for modeling bounded reliability data in finance, biomedical studies, environmental sciences, and other fields, with potential for incorporating covariate information or dependence structures to improve modeling performance. Overall, the proposed distribution represents a flexible, tractable, and powerful addition to the family of bounded probability models, offering strong potential for both theoretical development and practical application across diverse scientific domains.
Author Contributions
Methodology, R.A., H.R., and A.E.; funding acquisition, R.A.; software, A.E.; supervision, R.A.; writing—original draft, H.R. and A.E.; writing—review and editing, R.A. and H.R. All authors have read and agreed to the published version of the manuscript.
Funding
This research was funded by Princess Nourah bint Abdulrahman University Researchers Supporting Project number (PNURSP2025R50), Princess Nourah bint Abdulrahman University, Riyadh, Saudi Arabia.
Data Availability Statement
The authors confirm that the data supporting the findings of this study are available within the article.
Conflicts of Interest
The authors declare no conflicts of interest.
Appendix A. Derivation Steps of the UGM Distribution
Proposition A1.
If with CDF
then the random variable has CDF
Proof.
Since the transformation is strictly decreasing, for , we have
By continuity of Y, this can be expressed as
Proposition A2.
Let have PDF
If , then the PDF of X is
Proof.
With the monotone transformation , we have the inverse relation and
Applying the change-of-variable formula for densities,
we substitute into g and multiply by . Using gives
which coincides with Equation (4). □
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