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Wyświetlanie 1-2 z 2
Tytuł:
Droppers’ stiffness influence on dynamic interaction between the pantograph and railway catenary
Autorzy:
Bryja, Danuta
Hyliński (Popiołek), Adam
Powiązania:
https://bibliotekanauki.pl/articles/215741.pdf
Data publikacji:
2019
Wydawca:
Instytut Kolejnictwa
Tematy:
railway catenary
pantographs
droppers’ slackening
geometrical non-linearity
vibration simulation
validation of simulation method
Opis:
Droppers connecting the contact wire and messenger wire of the railway catenary are characterized by zero or negligible compressive stiffness, hence they become slack under compression that is similar to bars’ buckling. The paper presents a numerical analysis of the influence of droppers slackening phenomenon on the dynamic interaction between the pantograph and catenary. The analysis is based on a simulation method presented by the authors in previous papers, in which the catenary is modelled as a complex cable system. In this paper, the simulation method is modified by introducing the residual compressive stiffness of droppers that is assumed as a given percent of tensile stiffness. Modification leads to geometrically non-linear equations of motion of the pantograph-catenary system. Two different algorithms for solving the problem of non-linearity are proposed, in both of them the Newmark numerical integration method is applied. Results of dynamic response simulations performed for different values of residual compressive stiffness of droppers are presented and compared. It is shown that the contact wire does not cooperate with the messenger wire in a large area around the pantograph when the compressive stiffness of droppers is assumed zero. As a result, the pantograph moving at high speed induces severe vibrations of the catenary. It is also shown that droppers should be designed to have the residual compressive stiffness equal to at least one percent of their tensile stiffness. This is sufficient to ensure an appropriate cooperation between messenger wire and contact wire, which is demonstrated by simulation results fulfilling requirements given in the standard PN-EN 50318: 2002.
Źródło:
Problemy Kolejnictwa; 2019, 183; 89-98
0552-2145
2544-9451
Pojawia się w:
Problemy Kolejnictwa
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
A multimode approach to geometrically non-linear forced vibration of beams carrying point masses
Autorzy:
Fakhreddine, Hatim
Adri, Ahmed
Chajdi, Mohcine
Rifai, Said
Benamar, Rhali
Powiązania:
https://bibliotekanauki.pl/articles/328557.pdf
Data publikacji:
2020
Wydawca:
Polska Akademia Nauk. Polskie Towarzystwo Diagnostyki Technicznej PAN
Tematy:
geometrical non-linearity
forced vibrations
multimode approach
stress distribution
point mass
nieliniowość geometryczna
drgania wymuszone
rozkład naprężeń
Opis:
The present work deals with the geometrically non-linear forced vibrations of beams carrying a concentric mass under different end conditions. Considering the axial strain energy and expanding the transverse displacement in the form of a finite series of spatial functions, the application of Hamilton's principle reduces the vibration problem to a non-linear algebraic system solved by an approximate method developed previously. In order to validate the approach, comparisons are made of the present solutions with those previously obtained by the finite element method. Focus is made here on the analysis of the non-linear stress distribution in the beam with an attached mass. The non-linear forced deflection shapes and their corresponding curvatures are presented for different magnitudes of the attached mass, different excitation levels and different vibration amplitudes.
Źródło:
Diagnostyka; 2020, 21, 4; 23-33
1641-6414
2449-5220
Pojawia się w:
Diagnostyka
Dostawca treści:
Biblioteka Nauki
Artykuł
    Wyświetlanie 1-2 z 2

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