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This paper presents an interpretable machinelearning model for anomaly detection in door locks using torque data. The model aims to replace the human tactile sense in the quality control process, reducing repetitive tasks and improving reliability. The model achieved an accuracy of 96%, however, to gain social acceptance and operators' trust, interpretability of the model is crucial. The purpose of this study was to evaluate anapproach that can improve interpretability of anomalousclassifications obtained from an anomaly detection model. Weevaluate four instance-based counterfactual explanators, three of which, employ optimization techniques and one uses, a less complex, weighted nearest neighbor approach, which serve as ourbaseline. The former approaches, leverage a latent representation of the data, using a weighted principal component analysis, improving plausibility of the counter factual explanations andreduces computational cost. The explanations are presentedtogether with the 5-50-95th percentile range of the training data, acting as a frame of reference to improve interpretability. All approaches successfully presented valid and plausible counterfactual explanations. However, instance-based approachesemploying optimization techniques yielded explanations withgreater similarity to the observations and was therefore concluded to be preferable despite the higher execution times (4-16s) compared to the baseline approach (0.1s). The findings of this study hold significant value for the lock industry and can potentially be extended to other industrial settings using timeseries data, serving as a valuable point of departure for further research., In press

This paper presents an extended version of Deeper, a search-based simulation-integrated test solution that generates failure-revealing test scenarios for testing a deep neural network-based lane-keeping system. In the newly proposed version, we utilize a new set of bio-inspired search algorithms, genetic algorithm (GA), (Formula presented.) and (Formula presented.) evolution strategies (ES), and particle swarm optimization (PSO), that leverage a quality population seed and domain-specific crossover and mutation operations tailored for the presentation model used for modeling the test scenarios. In order to demonstrate the capabilities of the new test generators within Deeper, we carry out an empirical evaluation and comparison with regard to the results of five participating tools in the cyber-physical systems testing competition at SBST 2021. Our evaluation shows the newly proposed test generators in Deeper not only represent a considerable improvement on the previous version but also prove to be effective and efficient in provoking a considerable number of diverse failure-revealing test scenarios for testing an ML-driven lane-keeping system. They can trigger several failures while promoting test scenario diversity, under a limited test time budget, high target failure severity, and strict speed limit constraints., Correspondence Address: M.H. Moghadam; Smart Industrial Automation, RISE Research Institutes of Sweden, Västerås, Stora Gatan 36, 722 12, Sweden; This work has been funded by Vinnova through the ITEA3 European IVVES ( https://itea3.org/project/ivves.html ) and H2020‐ECSEL European AIDOaRT ( https://www.aidoart.eu/ ) and InSecTT ( https://www.insectt.eu/ ) projects. Furthermore, the project received partially financial support from the SMILE III project financed by Vinnova, FFI, Fordonsstrategisk forskning och innovation under the grant number: 2019‐05871.

Quarry sites are complex systems that involve several heavy machines, equipment, people, and management systems working together in an unstructured off-road environment. Gaining accurate insights about these sites requires integrating models at various levels to enable a holistic view systems and processes involved and facilitate effective planning, coordination, and decision-making. In this paper, a multi-level modelling framework is proposed to provide an overall structure for the modelling of quarry sites. The motivation for this framework is drawn from insights gained through a large manufacturing company in the heavy-duty vehicle industry, providing a practical perspective on the modeling approach. The framework integrates models of different operations on site enabling effective simulation and optimization and leading to better understanding of the workflow on site and pointing out any possible bottlenecks. The feasibility of the proposed framework was validated through workshops that included a panel of experts in different areas of the field of off-road machinery production company.

Der Trend zu kleinteiligeren und kapitalintensiveren Transportgütern führt in Kombination mit der in Europa angestrebten Reduktion von Treibhausgasemissionen im Transportsektor zu einer Zunahme der Bedeutung von effizienten Konsolidierungsnetzwerken des Schienengüterverkehrs. Zugehörige Produktionsformen mit Bündelung von Warenströmen wie der Einzelwagenverkehr und der intermodale Verkehr sind somit erfolgskritisch für die Zukunftsfähigkeit des Schienengüterverkehrs. Deren Wettbewerbsfähigkeit kann durch die Einführung und Nutzung von Innovationen gestärkt werden. Beispiele hierfür sind eine Digitale Automatische Kupplung (DAK) sowie Sensoren an Güterwagen und Lokomotiven. Diese Innovationen werden oftmals von einem hohen monetären Aufwand sowie Unsicherheiten hinsichtlich ihrer genauen betrieblichen Wirkung in den Netzwerken begleitet. Für strategische Entscheidungen hinsichtlich einer Einführung solcher Innovationen sind die ökonomischen und betrieblichen Effekte für gezielte Nutzen-Kosten-Betrachtungen aufzuzeigen sowie mögliche Pfade für eine Migration der jeweiligen Innovation für die Produktionsformen und deren zugehörigen Netzwerke zu eruieren. Dabei sind insbesondere die Veränderungen im sogenannten Service Network Design (SND) von großer Bedeutung. Das SND ist Teil der taktischen Netzwerkplanung und definiert das Zuggerüst sowie die Wagenroutenplanung im Netzwerk. Dabei werden die Kosten für den Betrieb von Netzwerken unter Einhaltung definierter Qualitätsstandards minimiert. Das Ergebnis des SND stellt den Rahmen für konkrete Wagenrouten in der betrieblichen Durchführung dar und definiert das zu behandelnde Zuggerüst in den Bündelungsknoten der Netzwerke. Trotz der wichtigen Funktion des SND, ist dieser taktische Planungsprozess in der Praxis noch stark manuell geprägt und daher zeitaufwändig. Außerdem liefert er oft zu ungenaue Aussagen. Das trifft insbesondere auf Aussagen zu den Netzeffekten durch Innovationen zu. Aufgrund der hohen Komplexität von Kons, The trend towards small-scale and more capital-intensive transport goods means that the importance of rail freight consolidation networks is increasing. Production forms such as single wagonload transport and intermodal transport are therefore critical for the future potential of rail freight. The competitiveness of rail freight networks can be strengthened through the introduction of innovations such as a Digital Automatic Coupling (DAC) and sensors on freight wagons and locomotives. These innovations are often accompanied by high investment costs and uncertainties regarding their specific operational impact in the networks. For strategic decisions regarding the introduction of such innovations, the economic and operational effects must be identified and quantified, e.g., for benefit-cost considerations. In this context, the changes in the so-called Service Network Design (SND) are of particular importance. The SND determines train service structures and the freight distribution in networks at the tactical planning level. The number and schedule of operated train services in the network significantly determines the costs and quality of consolidation networks in rail freight. It provides the framework for specific railcar routings at the operational level and defines the number of trains to be handled in the bundling nodes of the networks. Despite this outstanding importance of the SND, the tactical planning of consolidation networks is still a manual process in practice lacking computer-based decision support. This is particularly true for statements on network effects of innovations. Due to the high complexity of consolidation networks in rail freight transport and the lack of computer-based decision support, analyses regarding the effects of innovations in service networks are mainly based on expert interviews in the status quo. Especially for innovations whose migration is associated with extensive process transformations and new operating strategies in the netw

Performance aspects such as travel time, punctuality and robustness are conflicting goals of utmost importance for railway transports. To successfully plan railway traffic, it is therefore important to strike a balance between planned travel times and expected delays. In railway operations research, a lot of attention has been given to construct models and methods to generate robust timetables—that is, timetables with the potential to withstand design errors, incorrect data, and minor everyday disturbances. Despite this, the current state-of-practice in railway planning is to construct timetables manually, possibly with support of microsimulation for robustness evaluation. This paper aims to narrow the gap between the state-of-the-art optimization-based research approaches, and the current state-of-practice to construct timetables by combining simulation and optimization. The paper proposes a combined simulation-optimization approach for double-track lines, which generalizes previous work to allow full flexibility in the order of trains by including a new and more generic model to predict delays. By utilizing delay data from simulation, the approach can make socio-economically optimal modifications of a given timetable by minimizing predicted disutility—the weighted sum of scheduled travel time and total predicted delay. In a large simulation experiment on the heavily congested Swedish Western Main Line, it is demonstrated that compared with a real-life, manually constructed, timetable large reductions of delays as well as improvements in punctuality could be obtained to a small cost of marginally longer travel times. The cost of scheduled in-vehicle travel time and mean delay was reduced by 5% on average, representing a large improvement for a highly utilized railway line. Furthermore, a separate scaling experiment indicate that the approach can be suitable also for larger problems., QC 20231215

Punctuality is commonly recognized as one of the most important quality indicators for passenger traffic. Despite this, surprisingly few methods for explicitly maximizing punctuality by optimizing the timetable exists in the literature. We study how late-stage adjustments during the capacity allocation can improve punctuality of the traffic. In this paper, we therefore extend a combined simulation-optimization method so it can be used to explicitly maximize the predicted punctuality of a given nonperiodic timetable on a double-track line. The method is evaluated in two microsimulation experiments in the southbound direction of the Swedish Western Main Line using Railsys. We compare the method in simulation with our previous method for minimizing total disutility, two methods from the scientific literature (light robustness, and robustness in critical points) and two naïve strategies. The methods’ effectiveness is assessed in a detailed statistical analysis considering end-station punctuality, total punctuality, and the robustness measure total disutility. Only light robustness results in timetables that in simulation performs better or equally well as the given timetable (based on the national timetable) with respect to all performance measures and evaluated scenarios. The method for maximizing punctuality performs best with respect to total punctuality., QC 20230927

Increasing the modal share of rail freight is an ongoing goal in Europe and North America. Yards can play an important role in realizing this target by their reliable and predictable performance. We aim at predicting yard departures by implementing a simulation-assisted machine learning model via two general and step-wise concepts for including the predictors. The former adds all predictors at once, and the latter adds them per the availability or the sub-yard. The data used for training the model is a one-year real-world operational data set from a European hump yard and multiple two-year simulation data sets from a representative hump yard in North America. To the best of our knowledge, no previous research has attempted to implement a generalizable prediction model between the European and the North American contexts. The model is developed on a decision tree algorithm based on a 10-fold cross-validation process. Comparing the model performance on three data sets: the real-world, a baseline simulation, and an ultimate randomness simulation shows that the model has a similar performance in the first two data sets with a respective R-squared of 0.90 and 0.87, which shows high capturing of the variance in the data. However, adding large randomness in the simulation decreases the R-squared to 0.70. Results for the step-wise inclusion of the predictors are different for the real-world and simulation data. For the former, adding more operational predictors does not change the model performance, whereas for the latter, adding departure yard predictors increases the R-squared substantially. The global feature importance shows that for the real-world data almost all predictors contribute to a great extent to the predictions, with maximum planned length, departure week day, and the number of arriving trains as the most contributing ones, whereas for the simulation data, the departure yard predictors provide the largest contribution., QC 20230517, FR8RAIL III, PRATA, Shift2Rail

Autonomous machines are expected to be vastly used at construction sites as they can efficiently perform repetitive and dangerous tasks. However, ensuring the operational safety of such autonomous machines in a highly dynamic environment is challenging. Although autonomous machines usually are equipped with a perception system that permits them to navigate locally, there is a need to share a global view of the construction site to reduce the risk of accidents or errors. A digital twin of the construction site map has the potential of fusing the real-time perception from different sources at the site, such as different autonomous machines working at the construction site, analysing them and sharing the needed information to operate safely and effectively at the site. This paper proposes the adoption of the recently published standard, ISO 23247 digital twin framework for manufacturing, to implement and maintain a dynamic map of construction sites. The proposed framework will enable safe and efficient operation of autonomous machines on construction sites.