Pub Date : 2026-01-13DOI: 10.1016/j.ress.2026.112229
Jingzheng Li , Zhiwen Zhao , Mohamed A. Mohamed , Tao Jin
With the widespread implementation of demand response (DR) mechanisms, the dynamic response behaviors of users to price fluctuations have become increasingly important. To address the constraints of user response delays and behavioral uncertainties on the effectiveness of DR, this paper proposes a load shifting model that incorporates delay effects, aiming to accurately capture user response behaviors and support reliable grid scheduling. The model uses first- and second-order lag systems to represent user response delays under time-of-use pricing (TOU) and real-time pricing (RTP) mechanisms, combined with a variable-parameter logistic function to describe dynamic response behaviors. A corresponding parameterization methodology and reliability assessment framework is also developed. Case studies demonstrate that the proposed model effectively captures the response characteristics of different user types, with an average DR deviation rate reduced by approximately 30% compared to traditional models. The paper also quantifies the negative impact of delays on DR capabilities, showing that response delays significantly weaken the system's scheduling effectiveness. This model provides theoretical and practical support for precise grid scheduling in uncertain environments.
{"title":"A reliable model based load shifting incorporating users' uncertain behavior to price fluctuations in demand response mechanisms","authors":"Jingzheng Li , Zhiwen Zhao , Mohamed A. Mohamed , Tao Jin","doi":"10.1016/j.ress.2026.112229","DOIUrl":"10.1016/j.ress.2026.112229","url":null,"abstract":"<div><div>With the widespread implementation of demand response (DR) mechanisms, the dynamic response behaviors of users to price fluctuations have become increasingly important. To address the constraints of user response delays and behavioral uncertainties on the effectiveness of DR, this paper proposes a load shifting model that incorporates delay effects, aiming to accurately capture user response behaviors and support reliable grid scheduling. The model uses first- and second-order lag systems to represent user response delays under time-of-use pricing (TOU) and real-time pricing (RTP) mechanisms, combined with a variable-parameter logistic function to describe dynamic response behaviors. A corresponding parameterization methodology and reliability assessment framework is also developed. Case studies demonstrate that the proposed model effectively captures the response characteristics of different user types, with an average DR deviation rate reduced by approximately 30% compared to traditional models. The paper also quantifies the negative impact of delays on DR capabilities, showing that response delays significantly weaken the system's scheduling effectiveness. This model provides theoretical and practical support for precise grid scheduling in uncertain environments.</div></div>","PeriodicalId":54500,"journal":{"name":"Reliability Engineering & System Safety","volume":"271 ","pages":"Article 112229"},"PeriodicalIF":11.0,"publicationDate":"2026-01-13","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"146079650","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2026-01-13DOI: 10.1016/j.ress.2026.112226
Qiangfeng Lü , Maolin Deng , Danyu Li
Engineering structures subjected to random external loads often exhibit hysteretic nonlinear behavior. Analyzing the dynamic response of systems with hysteretic restoring forces is crucial for structural fatigue assessment and reliability evaluation. However, theoretical analysis of hysteretic systems remains challenging. Since hysteretic forces cannot be directly treated mathematically, equivalent linearization techniques are typically required. This becomes particularly difficult for multi-degree-of-freedom (MDOF) systems, as most existing studies focus on single-degree-of-freedom (SDOF) systems, and a systematic methodology for simplifying hysteretic forces in MDOF systems has yet to be established. Few studies have derived analytical equivalent expressions for MDOF hysteretic systems. To address this gap, this paper proposes a novel strategy for MDOF Duhem hysteretic systems. By combining the equivalent method with stochastic averaging method, the complex MDOF hysteretic system can be dimensionally reduced, enabling analytical solutions for both stationary response and system reliability. Two numerical examples are presented to demonstrate the proposed methodology. In both cases, analytical equivalent expressions for the Duhem hysteretic restoring force are derived, leading to analytical solutions for the stationary response. Furthermore, the second example additionally provides calculations of the conditional reliability function (CRF) and mean first-passage time (MFPT). Monte Carlo simulations conducted for both examples validate the theoretical predictions, confirming the effectiveness of the proposed method.
{"title":"Response and reliability of MDOF Duhem hysteretic system excited by wideband random excitations","authors":"Qiangfeng Lü , Maolin Deng , Danyu Li","doi":"10.1016/j.ress.2026.112226","DOIUrl":"10.1016/j.ress.2026.112226","url":null,"abstract":"<div><div>Engineering structures subjected to random external loads often exhibit hysteretic nonlinear behavior. Analyzing the dynamic response of systems with hysteretic restoring forces is crucial for structural fatigue assessment and reliability evaluation. However, theoretical analysis of hysteretic systems remains challenging. Since hysteretic forces cannot be directly treated mathematically, equivalent linearization techniques are typically required. This becomes particularly difficult for multi-degree-of-freedom (MDOF) systems, as most existing studies focus on single-degree-of-freedom (SDOF) systems, and a systematic methodology for simplifying hysteretic forces in MDOF systems has yet to be established. Few studies have derived analytical equivalent expressions for MDOF hysteretic systems. To address this gap, this paper proposes a novel strategy for MDOF Duhem hysteretic systems. By combining the equivalent method with stochastic averaging method, the complex MDOF hysteretic system can be dimensionally reduced, enabling analytical solutions for both stationary response and system reliability. Two numerical examples are presented to demonstrate the proposed methodology. In both cases, analytical equivalent expressions for the Duhem hysteretic restoring force are derived, leading to analytical solutions for the stationary response. Furthermore, the second example additionally provides calculations of the conditional reliability function (CRF) and mean first-passage time (MFPT). Monte Carlo simulations conducted for both examples validate the theoretical predictions, confirming the effectiveness of the proposed method.</div></div>","PeriodicalId":54500,"journal":{"name":"Reliability Engineering & System Safety","volume":"271 ","pages":"Article 112226"},"PeriodicalIF":11.0,"publicationDate":"2026-01-13","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"145981141","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2026-01-13DOI: 10.1016/j.ress.2026.112228
Rui Zheng , Zhenglong Liu , Yuan Xing , Tong Niu , Chengcheng Cai , Ercan Altinzoy , Xiangyun Ren
As a crucial component of a wire-driven structure, the transmission wire rope may experience plastic stretching and sliding friction during operation, resulting in lifetime reduction and potential medical accidents. Therefore, it is essential to assess the health status of transmission wire ropes. This paper investigates the health assessment of transition wires subject to dependent failure modes based on experimental data. A fatigue wear experiment is designed based on actual working conditions to test the tension loss of transmission wire ropes. Experimental results show that the transmission wire ropes are subject to two main failure modes: a soft failure indicating that the tension loss exceeds a predetermined level and a hard failure signifying the random fracture of some wire threads. The tension loss process is described by a Wiener process. The hard failure time, dependent on time and tension loss, is characterized as a proportional hazards model. A recursive approach is used to derive recursive formulas for various health indices such as conditional reliability, soft and hard failure probabilities, and remaining useful time. The results of health assessment can support the health management and maintenance decision-making of transmission wire ropes in surgical instruments. Comparison with existing methods demonstrates that the proposed method can produce accurate assessment results with higher efficiency and less memory.
{"title":"Health assessment for transmission wire ropes subject to dependent failure modes","authors":"Rui Zheng , Zhenglong Liu , Yuan Xing , Tong Niu , Chengcheng Cai , Ercan Altinzoy , Xiangyun Ren","doi":"10.1016/j.ress.2026.112228","DOIUrl":"10.1016/j.ress.2026.112228","url":null,"abstract":"<div><div>As a crucial component of a wire-driven structure, the transmission wire rope may experience plastic stretching and sliding friction during operation, resulting in lifetime reduction and potential medical accidents. Therefore, it is essential to assess the health status of transmission wire ropes. This paper investigates the health assessment of transition wires subject to dependent failure modes based on experimental data. A fatigue wear experiment is designed based on actual working conditions to test the tension loss of transmission wire ropes. Experimental results show that the transmission wire ropes are subject to two main failure modes: a soft failure indicating that the tension loss exceeds a predetermined level and a hard failure signifying the random fracture of some wire threads. The tension loss process is described by a Wiener process. The hard failure time, dependent on time and tension loss, is characterized as a proportional hazards model. A recursive approach is used to derive recursive formulas for various health indices such as conditional reliability, soft and hard failure probabilities, and remaining useful time. The results of health assessment can support the health management and maintenance decision-making of transmission wire ropes in surgical instruments. Comparison with existing methods demonstrates that the proposed method can produce accurate assessment results with higher efficiency and less memory.</div></div>","PeriodicalId":54500,"journal":{"name":"Reliability Engineering & System Safety","volume":"271 ","pages":"Article 112228"},"PeriodicalIF":11.0,"publicationDate":"2026-01-13","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"146039094","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2026-01-13DOI: 10.1016/j.ress.2026.112230
Jin-Ling Zheng , Sheng-En Fang
In structural safety evaluation, machine learning (ML) based methods often exhibit strong data-fitting capabilities but struggle to effectively handle uncertainties in structural response data. Fortunately, Bayesian deep learning (BDL) algorithms can address this drawback by integrating the Bayesian theory with ML algorithms, thereby unifying perception and inference tasks within a single framework. For this purpose, a BDL framework has been proposed combining natural gradient boosting (NGBoost) and the Naïve Bayes theory. The NGBoost serves as the perception component, capturing correlations between deflections at various measurement locations of a healthy structure, while the Shapley Additive Explanation (SHAP) is employed to enhance interpretability. During the training process, the optimal hyperparameters of the NGBoost is objectively determined through Bayesian optimization (BO). The predicted probability distributions of these deflections are treated as hinge variables. By applying the triple standard deviation principle, a structural safety interval is defined to identify scenarios requiring further evaluation. The task-specific component, based on the Naïve Bayes theory, is then utilized to evaluate the structural condition. A bridge benchmark model was used to verify the safety assessment performance under the limited training samples. In addition, a continuous box-girder bridge was employed to further validate the effectiveness of the proposed structural condition indicator. As the structural degradation increased, the condition indicator accurately reflected the degradation variation.
{"title":"NGBoost-Naïve Bayes collaborative deep learning for structural safety evaluation of bridges","authors":"Jin-Ling Zheng , Sheng-En Fang","doi":"10.1016/j.ress.2026.112230","DOIUrl":"10.1016/j.ress.2026.112230","url":null,"abstract":"<div><div>In structural safety evaluation, machine learning (ML) based methods often exhibit strong data-fitting capabilities but struggle to effectively handle uncertainties in structural response data. Fortunately, Bayesian deep learning (BDL) algorithms can address this drawback by integrating the Bayesian theory with ML algorithms, thereby unifying perception and inference tasks within a single framework. For this purpose, a BDL framework has been proposed combining natural gradient boosting (NGBoost) and the Naïve Bayes theory. The NGBoost serves as the perception component, capturing correlations between deflections at various measurement locations of a healthy structure, while the Shapley Additive Explanation (SHAP) is employed to enhance interpretability. During the training process, the optimal hyperparameters of the NGBoost is objectively determined through Bayesian optimization (BO). The predicted probability distributions of these deflections are treated as hinge variables. By applying the triple standard deviation principle, a structural safety interval is defined to identify scenarios requiring further evaluation. The task-specific component, based on the Naïve Bayes theory, is then utilized to evaluate the structural condition. A bridge benchmark model was used to verify the safety assessment performance under the limited training samples. In addition, a continuous box-girder bridge was employed to further validate the effectiveness of the proposed structural condition indicator. As the structural degradation increased, the condition indicator accurately reflected the degradation variation.</div></div>","PeriodicalId":54500,"journal":{"name":"Reliability Engineering & System Safety","volume":"271 ","pages":"Article 112230"},"PeriodicalIF":11.0,"publicationDate":"2026-01-13","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"145981144","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2026-01-12DOI: 10.1016/j.ress.2026.112220
Fatao Zhang , Chi Zhang , Yanxia Chang
Post-disaster maintenance with drone inspection is crucial for enhancing the resilience of critical infrastructures. In this paper, we propose a novel stochastic dynamic programming model that integrates maintenance team scheduling with drone-based inspections by using repair vehicles as take-off and landing platforms (RVTLP) approach, so that drones can follow maintenance vehicles deep into disaster areas and dynamically update damage information. Our model explicitly considers travel time between infrastructure components and scenarios with multiple repair teams, aiming to maximize infrastructure resilience within a limited planning horizon. To deal with the computational complexity of our optimization model, we developed a customized approximate dynamic programming algorithm with unvisited-state approximation and limited-period storage and validated the algorithm's ability to solve large-scale problems. Finally, computational experiments under real-world scenarios reveal that drone inspection range, travel time, and the number of maintenance teams exert significant effects on the resilience of critical infrastructures, providing important insights into how the resilience evolves with these parameters.
{"title":"A customized approximate dynamic programming approach for the restoration optimization of disrupted infrastructures with drone inspection","authors":"Fatao Zhang , Chi Zhang , Yanxia Chang","doi":"10.1016/j.ress.2026.112220","DOIUrl":"10.1016/j.ress.2026.112220","url":null,"abstract":"<div><div>Post-disaster maintenance with drone inspection is crucial for enhancing the resilience of critical infrastructures. In this paper, we propose a novel stochastic dynamic programming model that integrates maintenance team scheduling with drone-based inspections by using repair vehicles as take-off and landing platforms (RVTLP) approach, so that drones can follow maintenance vehicles deep into disaster areas and dynamically update damage information. Our model explicitly considers travel time between infrastructure components and scenarios with multiple repair teams, aiming to maximize infrastructure resilience within a limited planning horizon. To deal with the computational complexity of our optimization model, we developed a customized approximate dynamic programming algorithm with unvisited-state approximation and limited-period storage and validated the algorithm's ability to solve large-scale problems. Finally, computational experiments under real-world scenarios reveal that drone inspection range, travel time, and the number of maintenance teams exert significant effects on the resilience of critical infrastructures, providing important insights into how the resilience evolves with these parameters.</div></div>","PeriodicalId":54500,"journal":{"name":"Reliability Engineering & System Safety","volume":"271 ","pages":"Article 112220"},"PeriodicalIF":11.0,"publicationDate":"2026-01-12","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"146039093","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2026-01-12DOI: 10.1016/j.ress.2026.112214
Juan Xu , Zhengyu Deng , Mingguang Dai , Xinhang Yu , Xu Ding , Ruqiang Yan
Accurately predicting the remaining useful life (RUL) of mechanical equipment is crucial for ensuring the safety and reliability of mechanical systems. However, existing deep learning-based RUL prediction methods often face challenges related to interpretability and robustness when dealing with complex multivariate time series data. To address this, this paper proposes a multivariate RUL prediction method based on adaptive threshold aggregation causal discovery. Specifically, a Bayesian Information Criterion-based causal discovery method is employed to explore the relationships between variables (i.e., sensor signals) across multiple samples, yielding a corresponding causal graph. An adaptive threshold mechanism is then designed to aggregate these sample-level graphs into a global structure that highlights key dependencies. Based on this, causal effect estimation is performed by combining front-door and back-door adjustment methods to generate a causal effect matrix. This matrix, together with the multivariate time series data, is input into a Temporal Graph Convolutional Network to capture dynamic dependencies and causal associations for RUL prediction. Experimental results on the C-MAPSS dataset show that the proposed method achieves an average RMSE of 13.3, outperforming state-of-the-art benchmarks and providing more reliable and interpretable insights into RUL prediction.
{"title":"An interpretable multivariate remaining useful life prediction method of mechanical equipment based on adaptive threshold aggregation causal discovery","authors":"Juan Xu , Zhengyu Deng , Mingguang Dai , Xinhang Yu , Xu Ding , Ruqiang Yan","doi":"10.1016/j.ress.2026.112214","DOIUrl":"10.1016/j.ress.2026.112214","url":null,"abstract":"<div><div>Accurately predicting the remaining useful life (RUL) of mechanical equipment is crucial for ensuring the safety and reliability of mechanical systems. However, existing deep learning-based RUL prediction methods often face challenges related to interpretability and robustness when dealing with complex multivariate time series data. To address this, this paper proposes a multivariate RUL prediction method based on adaptive threshold aggregation causal discovery. Specifically, a Bayesian Information Criterion-based causal discovery method is employed to explore the relationships between variables (i.e., sensor signals) across multiple samples, yielding a corresponding causal graph. An adaptive threshold mechanism is then designed to aggregate these sample-level graphs into a global structure that highlights key dependencies. Based on this, causal effect estimation is performed by combining front-door and back-door adjustment methods to generate a causal effect matrix. This matrix, together with the multivariate time series data, is input into a Temporal Graph Convolutional Network to capture dynamic dependencies and causal associations for RUL prediction. Experimental results on the C-MAPSS dataset show that the proposed method achieves an average RMSE of 13.3, outperforming state-of-the-art benchmarks and providing more reliable and interpretable insights into RUL prediction.</div></div>","PeriodicalId":54500,"journal":{"name":"Reliability Engineering & System Safety","volume":"271 ","pages":"Article 112214"},"PeriodicalIF":11.0,"publicationDate":"2026-01-12","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"145981821","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2026-01-11DOI: 10.1016/j.ress.2026.112209
Tiefeng Zhu
The multicomponent stress-strength model has many important applications in reliability analysis. Most existing studies assume that stress and strength follow the same distribution and employ maximum likelihood (ML) estimation for reliability inference. However, this assumption restricts the model’s applicability, as there is often no physical rationale for requiring identical distributions for stress and strength. Hence, this paper discusses the reliability inference of a multicomponent stress-strength model under the assumption that the strength and stress variables belong to different distributions. An objective Bayesian method (OBM) framework is applied to infer the model parameters and system reliability based on derived Jeffreys and two reference priors. To ensure the validity of reliability inference, the proper properties of posterior distributions of the model parameters are proved and a Gibbs sampling algorithm is developed. Simulations are implemented to compare the OBM with the considered methods and the results show the superiority of the proposed OBM for the small sample size case. Finally, one real example is analyzed for illustrative purposes.
{"title":"Reliability estimation for the multicomponent stress-strength model based on objective Bayesian method","authors":"Tiefeng Zhu","doi":"10.1016/j.ress.2026.112209","DOIUrl":"10.1016/j.ress.2026.112209","url":null,"abstract":"<div><div>The multicomponent stress-strength model has many important applications in reliability analysis. Most existing studies assume that stress and strength follow the same distribution and employ maximum likelihood (ML) estimation for reliability inference. However, this assumption restricts the model’s applicability, as there is often no physical rationale for requiring identical distributions for stress and strength. Hence, this paper discusses the reliability inference of a multicomponent stress-strength model under the assumption that the strength and stress variables belong to different distributions. An objective Bayesian method (OBM) framework is applied to infer the model parameters and system reliability based on derived Jeffreys and two reference priors. To ensure the validity of reliability inference, the proper properties of posterior distributions of the model parameters are proved and a Gibbs sampling algorithm is developed. Simulations are implemented to compare the OBM with the considered methods and the results show the superiority of the proposed OBM for the small sample size case. Finally, one real example is analyzed for illustrative purposes.</div></div>","PeriodicalId":54500,"journal":{"name":"Reliability Engineering & System Safety","volume":"271 ","pages":"Article 112209"},"PeriodicalIF":11.0,"publicationDate":"2026-01-11","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"145963112","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2026-01-11DOI: 10.1016/j.ress.2025.112135
Han Sun, Olga Fink
Fault detection is essential in complex industrial systems to prevent failures and optimize performance by distinguishing abnormal from normal operating conditions. With the growing availability of condition monitoring data, data-driven approaches have increasingly applied in detecting system faults. However, these methods typically require large, diverse, and representative training datasets that capture the full range of operating scenarios, an assumption rarely met in practice, particularly in the early stages of deployment.
Industrial systems often operate under highly variable and evolving conditions, making it difficult to collect comprehensive training data. This variability results in a distribution shift between training and testing data, as future operating conditions may diverge from those previously observed ones. Such domain shifts hinder the generalization of traditional models, limiting their ability to transfer knowledge across time and system instances, ultimately leading to performance degradation in practical deployments.
To address these challenges, we propose a novel method for continuous test-time domain adaptation, designed to support robust early-stage fault detection in the presence of domain shifts and limited representativeness of training data. Our proposed framework –Test-time domain Adaptation for Robust fault Detection (TARD) – explicitly separates input features into system parameters and sensor measurements. It employs a dedicated domain adaptation module to adapt to each input type using different strategies, enabling more targeted and effective adaptation to evolving operating conditions. We validate our approach on two real-world case studies from multi-phase flow facilities, delivering substantial improvements in both fault detection accuracy and model robustness over existing domain adaptation methods under real-world variability.
{"title":"TARD: Test-time domain adaptation for robust fault detection under evolving operating conditions","authors":"Han Sun, Olga Fink","doi":"10.1016/j.ress.2025.112135","DOIUrl":"10.1016/j.ress.2025.112135","url":null,"abstract":"<div><div>Fault detection is essential in complex industrial systems to prevent failures and optimize performance by distinguishing abnormal from normal operating conditions. With the growing availability of condition monitoring data, data-driven approaches have increasingly applied in detecting system faults. However, these methods typically require large, diverse, and representative training datasets that capture the full range of operating scenarios, an assumption rarely met in practice, particularly in the early stages of deployment.</div><div>Industrial systems often operate under highly variable and evolving conditions, making it difficult to collect comprehensive training data. This variability results in a distribution shift between training and testing data, as future operating conditions may diverge from those previously observed ones. Such domain shifts hinder the generalization of traditional models, limiting their ability to transfer knowledge across time and system instances, ultimately leading to performance degradation in practical deployments.</div><div>To address these challenges, we propose a novel method for continuous test-time domain adaptation, designed to support robust early-stage fault detection in the presence of domain shifts and limited representativeness of training data. Our proposed framework –Test-time domain Adaptation for Robust fault Detection (TARD) – explicitly separates input features into system parameters and sensor measurements. It employs a dedicated domain adaptation module to adapt to each input type using different strategies, enabling more targeted and effective adaptation to evolving operating conditions. We validate our approach on two real-world case studies from multi-phase flow facilities, delivering substantial improvements in both fault detection accuracy and model robustness over existing domain adaptation methods under real-world variability.</div></div>","PeriodicalId":54500,"journal":{"name":"Reliability Engineering & System Safety","volume":"271 ","pages":"Article 112135"},"PeriodicalIF":11.0,"publicationDate":"2026-01-11","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"145981146","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2026-01-10DOI: 10.1016/j.ress.2026.112215
He Yi , Narayanaswamy Balakrishnan , Xiang Li
In the context of consecutive k-type systems, multi-state system models are only considered in the one-dimensional case and not in the two-dimensional case due to the complexity involved. In this paper, we consider several linear two-dimensional consecutive k-type systems in the multi-state case for the first time, as generalization of consecutive k-out-of-n systems and l-consecutive-k-out-of-n systems without/with overlapping. These systems include multi-state linear connected-(k, r)-out-of-(m, n): G systems, multi-state linear connected-(k, r)-or-(r, k)-out-of-(m, n): G systems, multi-state linear l-connected-(k, r)-out-of-(m, n): G systems without/with overlapping, and multi-state linear l-connected-(k, r)-or-(r, k)-out-of-(m, n): G systems without/with overlapping. We then derive their reliability functions by using the finite Markov chain imbedding approach (FMCIA) in a new way. We also present several examples to illustrate all the results developed here.
{"title":"Linear two-dimensional consecutive k-type systems in multi-state case","authors":"He Yi , Narayanaswamy Balakrishnan , Xiang Li","doi":"10.1016/j.ress.2026.112215","DOIUrl":"10.1016/j.ress.2026.112215","url":null,"abstract":"<div><div>In the context of consecutive <em>k</em>-type systems, multi-state system models are only considered in the one-dimensional case and not in the two-dimensional case due to the complexity involved. In this paper, we consider several linear two-dimensional consecutive <em>k</em>-type systems in the multi-state case for the first time, as generalization of consecutive <em>k</em>-out-of-<em>n</em> systems and <em>l</em>-consecutive-<em>k</em>-out-of-<em>n</em> systems without/with overlapping. These systems include multi-state linear connected-(<strong><em>k</em>, <em>r</em></strong>)-out-of-(<em>m, n</em>): G systems, multi-state linear connected-(<strong><em>k</em>, <em>r</em></strong>)-or-(<strong><em>r</em>, <em>k</em></strong>)-out-of-(<em>m, n</em>): G systems, multi-state linear <strong><em>l</em></strong>-connected-(<strong><em>k</em>, <em>r</em></strong>)-out-of-(<em>m, n</em>): G systems without/with overlapping, and multi-state linear <strong><em>l</em></strong>-connected-(<strong><em>k</em>, <em>r</em></strong>)-or-(<strong><em>r</em>, <em>k</em></strong>)-out-of-(<em>m, n</em>): G systems without/with overlapping. We then derive their reliability functions by using the finite Markov chain imbedding approach (FMCIA) in a new way. We also present several examples to illustrate all the results developed here.</div></div>","PeriodicalId":54500,"journal":{"name":"Reliability Engineering & System Safety","volume":"271 ","pages":"Article 112215"},"PeriodicalIF":11.0,"publicationDate":"2026-01-10","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"145981145","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2026-01-10DOI: 10.1016/j.ress.2026.112223
Mohamed Seddik Hellas , Rachid Chaib
Quantitative Risk Analysis (QRA) is extensively applied in the process industry to assess and manage major hazards. Nevertheless, its outcomes are often challenged by significant uncertainties, largely due to the use of simplified models for dispersion, fire, and explosion scenarios. These uncertainties mainly result from assumptions regarding meteorological conditions, local topography, and input parameters, which may bias the estimation of both individual and societal risks. To address these limitations, integrating Computational Fluid Dynamics (CFD) into QRA has emerged as a promising development. CFD provides a more detailed representation of atmospheric dispersion by incorporating local effects and obstacles, enabling more accurate simulations of fire dynamics and thermal radiation, and strengthening the reliability of individual and societal risk curves through a dynamic and realistic approach. In this study, the integrated methodology is applied to a critical scenario: the catastrophic rupture of an atmospheric hydrocarbon storage tank in an industrial zone in Bechar, Algeria. The findings reveal that the QRA–CFD coupling delivers a more realistic quantification of dynamic individual risk along evacuation paths, enhances the assessment of dynamic societal risk, and serves as a valuable decision-support tool for emergency planning and for improving industrial resilience.
{"title":"Advanced quantitative risk analysis through the integration of computational fluid dynamics for individual and societal risk","authors":"Mohamed Seddik Hellas , Rachid Chaib","doi":"10.1016/j.ress.2026.112223","DOIUrl":"10.1016/j.ress.2026.112223","url":null,"abstract":"<div><div>Quantitative Risk Analysis (QRA) is extensively applied in the process industry to assess and manage major hazards. Nevertheless, its outcomes are often challenged by significant uncertainties, largely due to the use of simplified models for dispersion, fire, and explosion scenarios. These uncertainties mainly result from assumptions regarding meteorological conditions, local topography, and input parameters, which may bias the estimation of both individual and societal risks. To address these limitations, integrating Computational Fluid Dynamics (CFD) into QRA has emerged as a promising development. CFD provides a more detailed representation of atmospheric dispersion by incorporating local effects and obstacles, enabling more accurate simulations of fire dynamics and thermal radiation, and strengthening the reliability of individual and societal risk curves through a dynamic and realistic approach. In this study, the integrated methodology is applied to a critical scenario: the catastrophic rupture of an atmospheric hydrocarbon storage tank in an industrial zone in Bechar, Algeria. The findings reveal that the QRA–CFD coupling delivers a more realistic quantification of dynamic individual risk along evacuation paths, enhances the assessment of dynamic societal risk, and serves as a valuable decision-support tool for emergency planning and for improving industrial resilience.</div></div>","PeriodicalId":54500,"journal":{"name":"Reliability Engineering & System Safety","volume":"270 ","pages":"Article 112223"},"PeriodicalIF":11.0,"publicationDate":"2026-01-10","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"145978781","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}