Railway track deflection analysis by using evolutionary algorithms

Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F22%3APU147120" target="_blank" >RIV/00216305:26110/22:PU147120 - isvavai.cz</a>
Result on the web
<a href="http://dx.doi.org/10.14311/APP.2022.35.0023" target="_blank" >http://dx.doi.org/10.14311/APP.2022.35.0023</a>
DOI - Digital Object Identifier
<a href="http://dx.doi.org/10.14311/APP.2022.35.0023" target="_blank" >10.14311/APP.2022.35.0023</a>

Result language
angličtina
Original language name
Railway track deflection analysis by using evolutionary algorithms
Original language description
In constrast to numerical methods, analytical modelling of railway track is one of the less time-consuming and computationally demanding methods which, in combination with computing power commonly available today, can form an effective tool for analysing the behaviour of the railway track. This paper deals with the use of iterative methods of evolutionary algorithms, together with analytical modelling, for the purpose of reverse analysis of the measured deflection caused by moving loads acting on the railway track. The theoretical assumptions of the analytical model used, the data collection methodology and the method used for the reverse analysis are presented. The results of the analysis are also presented-
Czech name
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Czech description
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Project
<a href="/en/project/TM01000016" target="_blank" >TM01000016: Afordable Railroad Smart Sensing System 4.0</a><br>
Continuities
P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)

Publication year
2022
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

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