Abstract
According to GOST 34434-2018 the brake distance of the freight train is determined by summing up increase of the brake distance at intervals of the braking time. Value of the braking distance will depend on the value of the temporary interval at which the braking time is divided from the begging of the braking to the full stop of the freight train. For this reason it is necessary to choose the temporary interval value at which calculated braking distance of the freight train will correspond to real values. The task was solved by the method of determination of the freight train braking distance for a given range of the intervals values Δti: from (0,07 – 1,2) with a step of 0,01 s and 0,1 s. It is shown that a value of the temporary interval influences the braking distance. The range of interval values was determined (0,07 – 0,1) s, at which braking distances have the maximum value for preserving stability, with this it was determined that beyond the range the values of braking distances were decreased. Integration of the differential equation of the freight train operation ac-cording to the new rules is performed by summing up increases of the braking distance at braking time intervals. It was proposed to determine the braking distance of the freight train according to the temporary interval which is 0,1 s.
Sign-in/Register to access full text options 
Talk to us
Join us for a 30 min session where you can share your feedback and ask us any queries you have
Schedule a callDisclaimer: All third-party content on this website/platform is and will remain the property of their respective owners and is provided on "as is" basis without any warranties, express or implied. Use of third-party content does not indicate any affiliation, sponsorship with or endorsement by them. Any references to third-party content is to identify the corresponding services and shall be considered fair use under The CopyrightLaw.
