Zobrazeno 1 - 10
of 15
pro vyhledávání: '"Włodzimierz Czyczuła"'
Publikováno v:
Applied Sciences, Vol 14, Iss 7, p 2746 (2024)
This article presents an innovative, two-stage railway track model, which takes into consideration the rotation of railway sleepers due to non-uniform loads on rails. Examples of determining the dynamic response of the railway track are provided. The
Externí odkaz:
https://doaj.org/article/ef6724d5eb7d445ea81632e897eaa345
Publikováno v:
Applied Sciences, Vol 12, Iss 2, p 570 (2022)
In the article, an identification method of railway track stability model parameters based on energy equilibrium is presented by the authors. A study of two parameters directly influencing the continuous welded track (CWR) stability is described by t
Externí odkaz:
https://doaj.org/article/9ae76dcae3e14105ad5bef2b1dd31d61
Publikováno v:
Shock and Vibration, Vol 2014 (2014)
The paper is devoted to the study of dynamical behaviour of railway tracks as continuous systems (rails) supported by periodically spaced sleepers and subjected to moving concentrated loads. Several cases of dynamical problems, where elastically supp
Externí odkaz:
https://doaj.org/article/c9b7942c86a94c6ab6d52fa994f5f083
Publikováno v:
Open Engineering. 11:1233-1243
The article presents an original approach to the analysis of railway track dynamics. The “beam-inside-beam” concept is introduced as a dynamic generalisation of the static head-on-web effect, based on the two-layer model of rail. Rail head is a d
Autor:
Włodzimierz Czyczuła, Maciej Rochel
Publikováno v:
Technical Transactions. :1-8
Elements of the tramway track that require special attention in the design and maintenance of the tramway infrastructure are sharp curves (curves with small radii). In such places, there are a number of unfavourable operational problems, which are di
Autor:
Włodzimierz Czyczuła, Łukasz Chudyba
Publikováno v:
Transportation Overview - Przeglad Komunikacyjny. 2018:1-9
The paper presents an analysis of linear models track response under longitudinal loads due to braking/accelerating of the train. Longitudinal forces are uniformly distributed on the whole length of the train. Analysis was carried out under assumptio
Publikováno v:
Transportation Overview - Przeglad Komunikacyjny. 2018:1-12
The article presents an analysis of the work of a sleeper as a construction with variable section, and of the method of determining an equivalent section, constant throughout the length, the utilisation of which would have similar shapes of deflectio
Publikováno v:
Journal of Vibration and Control. 23:2989-3006
In the literature, typical analytical track response models are composed of beams (which represent the rail) on viscoelastic or elastic foundations. The load is usually considered as a single concentrated force (constant or varying in time) moving wi
Publikováno v:
Shock and Vibration, Vol 2017 (2017)
The paper tries to clarify the problem of solution and interpretation of railway track dynamics equations for linear models. Set of theorems is introduced in the paper describing two types of equivalence: between static and dynamic track response und
Publikováno v:
Shock and Vibration, Vol 2014 (2014)
The paper is devoted to the study of dynamical behaviour of railway tracks as continuous systems (rails) supported by periodically spaced sleepers and subjected to moving concentrated loads. Several cases of dynamical problems, where elastically supp