Academic literature on the topic 'Model of railway track'

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Journal articles on the topic "Model of railway track"

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Kwon, Tae Ho, Sang I. Park, Young-Hoon Jang, and Sang-Ho Lee. "Design of Railway Track Model with Three-Dimensional Alignment Based on Extended Industry Foundation Classes." Applied Sciences 10, no. 10 (2020): 3649. http://dx.doi.org/10.3390/app10103649.

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Building information modeling (BIM) has been widely applied in conjunction with the industry foundation class (IFC) for buildings and infrastructure such as railways. However, a limitation of the BIM technology presents limitations that make designing the three-dimensional (3D) alignment-based information models difficult. Thus, the time and effort required to create a railway track model are increased, while the reliability of the model is reduced. In this study, we propose a methodology for developing an alignment-based independent railway track model and extended IFC models containing railw
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Elkhoury, Najwa, Lalith Hitihamillage, Sara Moridpour, and Dilan Robert. "Degradation Prediction of Rail Tracks: A Review of the Existing Literature." Open Transportation Journal 12, no. 1 (2018): 88–104. http://dx.doi.org/10.2174/1874447801812010088.

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In the past few decades, the railway infrastructure has been widely expanded in urban and rural areas, making it the most complex matrix of rail transport networks. Safe and comfortable travel on railways has always been a common goal for transportation engineers and researchers, and requires railways in excellent condition and well-organized maintenance practices. Degradation of rail tracks is a main concern for railway organizations as it affects the railway’s behaviour and its parameters, such as track geometry, speed, traffic and loads. Therefore, the prediction of the degradation of rail
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Bikov, Andrey, and Kristina Chelyadinova. "THE DIGITAL PROJECT OF THE TRACK AND ELECTRONIC MAPS FOR THE CONSTRUCTION AND REPAIR OF THE RAILWAY." Interexpo GEO-Siberia 1, no. 1 (2019): 92–98. http://dx.doi.org/10.33764/2618-981x-2019-1-1-92-98.

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Development of technology based on electronic maps and GNSS informational support of railways is one of the directions for the development of digital railways. As part of the implementa-tion of this direction, a software complex for maintenance of repairs and construction of railway tracks was developed based on the digital project of the track. This complex allows solving the tasks of preparing a working draft of repair and construction of a railway track, preparing completed doc-umentation, positioning on the ground with a digital model displayed on the track, also functions of linear refere
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Jwa, Y., and G. Sonh. "KALMAN FILTER BASED RAILWAY TRACKING FROM MOBILE LIDAR DATA." ISPRS Annals of Photogrammetry, Remote Sensing and Spatial Information Sciences II-3/W5 (August 19, 2015): 159–64. http://dx.doi.org/10.5194/isprsannals-ii-3-w5-159-2015.

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This study introduces a new method to reconstruct 3D model of railway tracks from a railway corridor scene captured by mobile LiDAR data. The proposed approach starts to approximate the orientation of railway track trajectory from LiDAR point clouds and extract a strip, which direction is orthogonal to the trajectory of railway track. Within the strip, a track region and its track points are detected based on the Bayesian decision process. Once the main track region is localized, rail head points are segmented based on the region growing approach from the detected track points and then initial
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Latkar, Charu. "Railway Track Monitoring System." International Journal for Research in Applied Science and Engineering Technology 9, no. VII (2021): 1403–10. http://dx.doi.org/10.22214/ijraset.2021.36134.

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For the protection and proximity of railway networks it is substantial to Promptly detect and identify faults in the railway tracks. In this paper, railway track fault diagnosis is approximated from the vertical and lateral acceleration using a MPU6050. MPU6050 consisting of three sensors namely gyroscope, magnetometer and accelerometer are used to distinguish line and level as symetricities in a railway track. A GSM module is used to notify the location of faults on tracks. Arduino Microcontroller is interfaced using Arduino UNO IDE. The results show that the condition of railway track irregu
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Sadri, Mehran, Tao Lu, Arjen Zoeteman, and Michaël Steenbergen. "Railway track design & degradation." MATEC Web of Conferences 211 (2018): 11006. http://dx.doi.org/10.1051/matecconf/201821111006.

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The long-term behaviour of railway track has attracted increasing attention in recent years. Improvements in long-term structural performance reduce demands for maintenance and increase the continuous availability of railway lines. The focus of this paper is on the prediction of the sensitivity of a track design to long-term deterioration in terms of track geometry. According to the state of the art literature, degradation is often investigated using empirical models based on field measurement data. Although a rough maintenance forecast may be made employing empirical models, the predictions a
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Zougari, A., and J. MartÍnez. "The experimental validation of a numerical model for the receptance prediction." MATEC Web of Conferences 286 (2019): 01007. http://dx.doi.org/10.1051/matecconf/201928601007.

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The traditional ballasted track with wooden sleepers covers today most railway lines constructions, including the tracks of tram and metro or the industrial railway branching. In this work, we present an experimental methodology to validate a numerical model based on finite element method, the model was previously well defined using the ANSYS Parametric Design Language (APDL) and adapted to represent a classical ballasted track. The obtained result of the analysis is expressed as a frequency response of the track and it is compared to the experimental result from measurements made on the metro
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Wu, Qing, Yan Sun, Maksym Spiryagin, and Colin Cole. "Railway track longitudinal force model." Vehicle System Dynamics 59, no. 1 (2019): 155–70. http://dx.doi.org/10.1080/00423114.2019.1673445.

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Zhou, Ge. "Railway Track Irregularity Data Mining and Time Series Trend Forecasting Research." Applied Mechanics and Materials 666 (October 2014): 272–75. http://dx.doi.org/10.4028/www.scientific.net/amm.666.272.

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Railway track ride is one of the important indicators of the state of the tracks,This article making railway track irregularity data mining,The paper railway track irregularity data mining,data analysis implied regularity and A mathematical model to predict the time-series trends in research,Analysis of the data implied regularity and Build mathematical model getting on time series trend forecasting research.
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Chen, Zhaowei, Wanming Zhai, and Qiang Yin. "Analysis of structural stresses of tracks and vehicle dynamic responses in train–track–bridge system with pier settlement." Proceedings of the Institution of Mechanical Engineers, Part F: Journal of Rail and Rapid Transit 232, no. 2 (2016): 421–34. http://dx.doi.org/10.1177/0954409716675001.

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Pier settlement causes deformation of bridge structures, and further distorts the track structures placed on bridge decks, which may greatly affect the service life of the tracks and safe operation of trains. This study analyzes track stresses and vehicle dynamic responses in train–track–bridge system with pier settlement and determines the pier settlement safe value for high-speed railways with China Railway Track System (CRTS) II slab tracks. First, a detailed train–track–bridge dynamic model is established based on the train–track–bridge dynamic interaction theory. Verified with field exper
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Dissertations / Theses on the topic "Model of railway track"

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Leong, Jeffrey. "Development of a limit state design methodology for railway track." Queensland University of Technology, 2007. http://eprints.qut.edu.au/16565/.

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The research presented in this thesis is aimed at developing a limit state design methodology for railway track for recommendation to Standards Australia's next revision of the 'Permanent way materials: prestressed concrete sleepers' code (AS1085.14, 2003). There is widespread suspicion that the railway track, particularly concrete sleepers, have untapped reserves of strength that has potential engineering and economic advantages for track owners. Through quantifying the effects of train speed, wheel impact loadings and distribution of vehicle loads, track engineers would be able to design
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OLIVEIRA, ADENILSON COSTA DE. "A DYNAMIC INTERACTION MODEL OF TRACK RAILWAY STRUCTURAL ELEMENTS." PONTIFÍCIA UNIVERSIDADE CATÓLICA DO RIO DE JANEIRO, 2006. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=9498@1.

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COORDENAÇÃO DE APERFEIÇOAMENTO DO PESSOAL DE ENSINO SUPERIOR<br>Em uma ferrovia, o veículo interage dinamicamente com a superestrutura (trilhos, palmilha e dormentes) e a subestrutura (lastro, sublastro e sub- base). O conforto dos passageiros, a vibração no solo e a freqüência dos trabalhos, de manutenção tanto dos veículos como também dos trilhos são determinadas considerando-se que todos os elementos estruturais interagem entre si. A resposta de cada componente estrutural é sensível µa pressão do eixo da roda no trilho, µas irregularidades na superfície do trilho e µa velo- cidade do
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Lindfeldt, Olov. "Quality on single-track railway lines with passenger traffic : Anlytical model for evaluation of crossing stations and partial double-tracks." Licentiate thesis, KTH, School of Architecture and the Built Environment (ABE), 2007. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-4560.

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<p>Railway transportation is showing a substantial increase. Investments in new infrastructure, new fast and comfortable vehicles, and high frequency of service are important factors behind the increase.</p><p>Infrastructure configuration and timetable construction play important roles in the competitiveness of railway transportation. This is especially true on single-track lines where the travel times and other timetable related parameters are severely restricted by crossings (train meetings). The crossings also make the lines’ operation more sensitive to disturbances.</p><p>Since the major p
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Frohling, Robert Desmond. "Deterioration of railway track due to dynamic vehicle loading and spatially varying track stiffness." Thesis, Pretoria : [s.n.], 1997. http://upetd.up.ac.za/thesis/available/etd-01122009-160350.

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Steffens, David Martyn. "Identification and Development of a Model of Railway Track Dynamic Behaviour." Queensland University of Technology, 2005. http://eprints.qut.edu.au/16029/.

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The research presented in this thesis has identified and developed a sophisticated computer model for the analysis of railway track dynamic behaviour to be used by the Rail Cooperative Research Centre for Railway Engineering and Technologies (Rail CRC) in Australia. To be competitive railway track owners need to extract as much performance as possible from their asset without serviceability or catastrophic failure. Railway track designers therefore need to develop more knowledge of the static and dynamic loadings that track may be subjected to in its lifetime. This would be best undertaken
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Maddela, Naveen. "Finite Element Analysis of Railway Track Wooden Sleeper." Master's thesis, Alma Mater Studiorum - Università di Bologna, 2020.

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Railway sleepers have important roles within the complex railroad. Dynamic interaction among Rail, sleeper and ballast supports are vital for the construction of dynamic model track capable of predicting its responses to impact loads due to wheel flats, wheel burns, irregularities of the rail. Railway track deteriorates over time due to the dynamic loading of passing wheeled vehicle. to ensure the secure passing of trains, the track must well design and managed.The objective of this thesis is to determine the stress in wooden rail sleeper by the considering Ballast, Sub ballast, and soil with
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Feng, Huan. "3D-models of railway track for dynamic analysis." Thesis, KTH, Transportvetenskap, 2011. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-52619.

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In recent decades, railway transport infrastructures have been regaining their importance due to their efficiency and environmentally friendly technologies. This has led to increasing train speeds, higher axle loads and more frequent train usage. These improved service provisions have however brought new challenges to traditional railway track engineering, especially to track geotechnical dynamics. These challenges demanded for a better understanding of the track dynamics. Due to the large cost and available load conditions limitation, experimental investigation is not always the best choice f
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Witt, Stephen. "The Influence of Under Sleeper Pads on Railway Track Dynamics." Thesis, Linköping University, Department of Management and Engineering, 2008. http://urn.kb.se/resolve?urn=urn:nbn:se:liu:diva-12232.

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<p>In this work the influence of Under Sleeper Pads on the dynamic forces on a railway track is investigated. A special interest is devoted to the effect of using Under Sleeper Pads in a railway track with changing vertical stiffness. The contact force between wheel and rail and the ballast contact forces are examined. For the investigation a finite element model with the length of thirty sleepers is created and calculations are performed with the software LS-DYNA. Three different cases of varying vertical track stiffness are studied: the transition from an embankment to a bridge, a randomly v
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Lindfeldt, Olov. "Quality on single-track railway lines with passenger traffic : analytical model for evaluation of crossing stations and partial double-tracks /." Stockholm : Department of Transport and Economics, KTH, 2007. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-4560.

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Schlechte, Thomas [Verfasser], and Martin [Akademischer Betreuer] Grötschel. "Railway Track Allocation: Models and Algorithms / Thomas Schlechte. Betreuer: Martin Grötschel." Berlin : Universitätsbibliothek der Technischen Universität Berlin, 2012. http://d-nb.info/1019853166/34.

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Books on the topic "Model of railway track"

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Railway signalling and track plans. Ian Allan, 2007.

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Rao, G. Venkatappa. Geosynthetics in railway track. Committee for International Geosynthetics Society (India) and Central Board of Irrigation and Power, 2013.

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Lei, Xiaoyan. High Speed Railway Track Dynamics. Springer Singapore, 2017. http://dx.doi.org/10.1007/978-981-10-2039-1.

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Macgregor, Jimmie. The well beaten track. Scotrail, 1994.

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Adventurous model railway plans. Patrick Stephens, 2003.

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Andress, Michael. PSL model railway guide. Stephens, 1987.

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Bra, Paul De. Automate your model railway. Elektor, 1985.

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Schulte, Christopher F. The dictionary of railway track terms. RCON Services, 1989.

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Walkaround model railroad track plans. Kalmbach Pub. Co., 1991.

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Wilson, John W. Multiple lesion track structure model. Langley Research Center, 1992.

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Book chapters on the topic "Model of railway track"

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Lei, Xiaoyan. "Moving Element Model and Its Algorithm." In High Speed Railway Track Dynamics. Springer Singapore, 2016. http://dx.doi.org/10.1007/978-981-10-2039-1_8.

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Lei, Xiaoyan. "Model and Algorithm for Track Element and Vehicle Element." In High Speed Railway Track Dynamics. Springer Singapore, 2016. http://dx.doi.org/10.1007/978-981-10-2039-1_9.

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Lei, Xiaoyan. "Model for Vertical Dynamic Analysis of the Vehicle-Track Coupling System." In High Speed Railway Track Dynamics. Springer Singapore, 2016. http://dx.doi.org/10.1007/978-981-10-2039-1_6.

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Xiaoyan, Lei. "Model for Vertical Dynamic Analysis of the Vehicle-Track-Subgrade-Ground Coupling System." In High Speed Railway Track Dynamics. Springer Singapore, 2016. http://dx.doi.org/10.1007/978-981-10-2039-1_11.

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Rahouma, Kamel H., Samaa A. Mohammad, and Nagwa S. Abdel Hameed. "A Non-destructive Testing Detection Model for the Railway Track Cracks." In Advances in Intelligent Systems and Computing. Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-58669-0_48.

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Grassie, Stuart L. "Dynamic Models of the Track and Their Uses." In Rail Quality and Maintenance for Modern Railway Operation. Springer Netherlands, 1993. http://dx.doi.org/10.1007/978-94-015-8151-6_14.

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Augustin, Sven, Gerd Gudehus, Gerhard Huber, and Andreas Schünemann. "Numerical Model and Laboratory Tests on Settlement of Ballast Track." In System Dynamics and Long-Term Behaviour of Railway Vehicles, Track and Subgrade. Springer Berlin Heidelberg, 2003. http://dx.doi.org/10.1007/978-3-540-45476-2_19.

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Kruse, Holger, and Karl Popp. "Model-Based Investigation of the Dynamic Behaviour of Railway Ballast." In System Dynamics and Long-Term Behaviour of Railway Vehicles, Track and Subgrade. Springer Berlin Heidelberg, 2003. http://dx.doi.org/10.1007/978-3-540-45476-2_17.

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Chen, Mingdian, Rengkui Liu, Futian Wang, and Ling Zhang. "Development of Reliability Models for Railway Segment-Track Systems." In Proceedings of the 2015 International Conference on Electrical and Information Technologies for Rail Transportation. Springer Berlin Heidelberg, 2016. http://dx.doi.org/10.1007/978-3-662-49370-0_21.

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Barkhordari, Pegah, and Roberto Galeazzi. "Statistical Approach to Model Track Dynamics Towards the Monitoring of Railway Turnouts." In Springer Series in Reliability Engineering. Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-62472-9_2.

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Conference papers on the topic "Model of railway track"

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Seco, M., E. Sanchez, and J. Vinolas. "A time domain wheelflat/track FE model." In IET International Conference on Railway Condition Monitoring. IEE, 2006. http://dx.doi.org/10.1049/ic:20060057.

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Martin, Baier,. "Model Based Measurement of Railway Track Irregularities." In Control in Transportation Systems, edited by Chassiakos, Anastasios, chair De Schutter, and Ioannou, Petros. Elsevier, 2009. http://dx.doi.org/10.3182/20090902-3-us-2007.00040.

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Li, W., and R. Dwight. "A simulation-based LCC model for railway track." In 11th IMA International Conference on Modelling in Industrial Maintenance and Reliability. Institute of Mathematics & its Applications, 2021. http://dx.doi.org/10.19124/ima.2021.01.6.

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Liu, R. K., P. Xu, and Q. X. Sun. "A Novel Algorithm for Predicting Track Irregularities of Unit Track Sections." In 2010 Joint Rail Conference. ASMEDC, 2010. http://dx.doi.org/10.1115/jrc2010-36101.

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During train runs, the interaction between train wheels and the rail track underneath makes track geometry change, which in turn results in all kinds of track irregularities. After the 6th train speed raise of China in 2007, railway transportation has shown three main new features: speed-raised, heavy-loading and high-density. Under these features, changes in railway track irregularities of China have also presented some new characteristics: higher deterioration rates of track irregularities and more frequent occurrences of track exceptions. To ensure the train operational safety and increase
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Joksimovic, P., and G. van der Werf. "Innovative track behavioural model estimating risk of incidents." In 5th IET Conference on Railway Condition Monitoring and Non-Destructive Testing (RCM 2011). IET, 2011. http://dx.doi.org/10.1049/cp.2011.0598.

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Ali, Lavan, Shohel Amin, and Mohamed Wehbi. "Backpropagation Algorithms of Neural Networks to construct the Railway Track Deterioration Model." In 2021 7th International Conference on Models and Technologies for Intelligent Transportation Systems (MT-ITS). IEEE, 2021. http://dx.doi.org/10.1109/mt-its49943.2021.9529272.

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Hossain, Mst Shamima, Md Junaed Al-Hossain, and Sk Hasibul Alam. "Automated Railway Track Changing Model with Real-Time Centralized Monitoring Interface." In 2019 IEEE International Conference on Robotics, Automation, Artificial-intelligence and Internet-of-Things (RAAICON). IEEE, 2019. http://dx.doi.org/10.1109/raaicon48939.2019.24.

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Chen, P., M. Lauer, P. Wang, and W. Li. "A model comparison method in digital inspection of railway track wear." In COMPRAIL 2016. WIT Press, 2016. http://dx.doi.org/10.2495/cr160241.

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Molina Camargo, Luis Fernando, J. Riley Edwards, and Christopher P. L. Barkan. "Emerging Condition Monitoring Technologies for Railway Track Components and Special Trackwork." In 2011 Joint Rail Conference. ASMEDC, 2011. http://dx.doi.org/10.1115/jrc2011-56113.

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North American Railroads and the United States Department of Transportation (US DOT) Federal Railroad Administration (FRA) require periodic inspection of railway infrastructure to ensure the safety of railway operation. Tracks that are subjected to heavy haul or high-speed traffic necessitate frequent inspection and more stringent maintenance requirements, but present railroads with less time to accomplish it. The international railroad community has undertaken significant research to develop innovative applications for advanced technologies with the objective of improving the process of visua
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Xu, Peng, Rengkui Liu, Quanxin Sun, Reginald R. Souleyrette, and Jerry G. Rose. "A Novel and Reliable Track Condition Prediction Model for Condition Based Track Maintenance." In 2013 Joint Rail Conference. American Society of Mechanical Engineers, 2013. http://dx.doi.org/10.1115/jrc2013-2411.

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Recent railway transportation developments throughout the world have demonstrated two main trends, high speed and heavy haul. Both of these have resulted in increased wheel loads due to increased dynamic forces and/or higher weights. It is well known that increased wheel loads result in faster deterioration of the track structure. Consequently, maintenance-of-way departments inspect more frequently to ensure safety and comfort for passengers and reduce the risk of damage to freight. An alternative to more frequent inspections is a track maintenance strategy known as condition based maintenance
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Reports on the topic "Model of railway track"

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Karafiath, Leslie L. Dynamic Track-Terrain Interaction Model. Defense Technical Information Center, 1988. http://dx.doi.org/10.21236/ada196031.

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Fulton, Scott R. An Adaptive Multigrid Barotropic Tropical Cyclone Track Model. Defense Technical Information Center, 1999. http://dx.doi.org/10.21236/ada376987.

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Lewis, Grace A., and B. C. Meyers. A Model Problem Approach to Measurement-to-Track Association. Defense Technical Information Center, 2003. http://dx.doi.org/10.21236/ada418389.

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Fulton, Scott R., Nicole M. Burgess, and Brittany L. Mitchell. Experiments With a Self-Adaptive Multigrid Barotropic Tropical Cyclone Track Model. Defense Technical Information Center, 1999. http://dx.doi.org/10.21236/ada376800.

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Hu, Miao, and Scott R. Fulton. Comparison of Discretization Accuracy in an Adaptive Multigrid Barotropic Tropical Cyclone Track Model. Defense Technical Information Center, 2000. http://dx.doi.org/10.21236/ada377011.

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Toutin, T. DTM generation from IKONOS in-track stereo images using a 3D physical model. Natural Resources Canada/ESS/Scientific and Technical Publishing Services, 2004. http://dx.doi.org/10.4095/219984.

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Gillich, D., M. Tobin, M. Singh, D. Kalantar, S. Brereton, and B. MacGowan. Update of Environmental and Safety Analyses for the National Ignition Facility: Using a New Model to Track Target Material Usage. Office of Scientific and Technical Information (OSTI), 2001. http://dx.doi.org/10.2172/15013589.

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Issler, D. R. An inverse model for extracting thermal histories from apatite fission track data: instructions and software for the Windows 95 environment. Natural Resources Canada/ESS/Scientific and Technical Publishing Services, 1996. http://dx.doi.org/10.4095/208313.

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Hadlari, T., and D. R. Issler. Late Cretaceous uplift of northern Axel Heiberg Island, Nunavut, revealed by apatite fission track data, and a schematic model related to Baffin Bay extension. Natural Resources Canada/ESS/Scientific and Technical Publishing Services, 2019. http://dx.doi.org/10.4095/313399.

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Issler, D. R., K. T. McDannell, L S Lane, P. B. O'Sullivan, and O. K. Neill. A multikinetic approach to apatite fission-track thermal modelling using elemental data: data and model results for a Permian and Devonian sample from northern Yukon. Natural Resources Canada/CMSS/Information Management, 2021. http://dx.doi.org/10.4095/328844.

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