NONLINEAR VIBRATION ANALYSIS OF RUBBER SPRINGS IN SUSPENSION SYSTEMS OF PASSENGER TRAINS

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YOUNESIAN D.; SHOKR ELAHI HASAN

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Journal: Civil Engineering Infrastructures Journal Year:2010 | Volume:44 | Issue:2 Page(s): 277-288

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Title

NONLINEAR VIBRATION ANALYSIS OF RUBBER SPRINGS IN SUSPENSION SYSTEMS OF PASSENGER TRAINS

Author(s)

YOUNESIAN D. | SHOKR ELAHI HASAN | Issue Writer Certificate

Keywords

PASSENGER TRAINSQ2

COMFORT INDEXQ3

RUBBERQ3

SUSPENSION SYSTEMSQ3

NONLINEAR VIBRATION ANALYSISQ3

Abstract

Rubber springs could perform the same function of the steel springs in railway vehicle SUSPENSION SYSTEMS and they have benefits of having no wear and rust. They are now successfully being used in both primary and secondary SUSPENSION SYSTEMS of PASSENGER TRAINS. Nonlinear vibration of RUBBER springs used in SUSPENSION SYSTEMS of PASSENGER TRAINS is studied in this paper. The RUBBER spring model mainly aims at representing the mechanical behavior of RUBBER springs for the frequency range of 0±20 Hz. The model is one-dimensional with a relationship between force and motion based on a superposition of elastic, friction and Maxwell visco-elastic forces. Inclusion of a friction force means that increased stiffness at small displacement amplitudes as well as rate-independent damping (hysteresis) can be considered. The validity of the model experimentally has been verified in the literature. A parametric study shows that the RUBBER spring equivalent stiffness has softening behavior with respect to both amplitude and frequency and its equivalent damping has hardening behavior with respect to both amplitude and the excitation frequency. The nonlinear RUBBER model is used in a dynamic ride model consists of body, bogies and wheel sets. The excitation here is the surface roughness of the rail which arises from the rail corrugation. The rail roughness is generated randomly by its Power Spectral Density (PSD) for 5 classes of rails according to USA rail classification. Classes 1 to 5 are considered and a dynamic simulation is carried out in order to more identify the RUBBER spring behavior in SUSPENSION SYSTEMS. The numerical simulation is carried out using MATLAB software and all nonlinearities are exactly modeled. The simulation output here is the level of COMFORT INDEX obtained by Sperling COMFORT INDEX. A comprehensive parametric study is carried out and the effects of train speed as well as the RUBBER mechanical properties and the rail class on the COMFORT INDEXes and also the equivalent stiffness and damping of the RUBBER elements are studied.A new linearization technique namely Weighted-Linearization Method (WLM) is proposed in this paper in order to simplify full-nonlinear model. In this method the behavior of nonlinear RUBBER spring is more magnified in vicinity of the frequency range of 4-6 Hz in which all filter gains are in their highest value (close to 1.0). The aim here is to enhance correlation between the linear and nonlinear model to get similar results for the COMFORT INDEX. The weighting frequency function which is utilized in linearization procedure is the Sperling filter transfer function. Very good correlation is achieved between the results obtained for linear and nonlinear model. It is also found that the classical linearization procedure results in considerable error in calculating comfort indicators.

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APA: Copy

YOUNESIAN, D., & SHOKR ELAHI, HASAN. (2010). NONLINEAR VIBRATION ANALYSIS OF RUBBER SPRINGS IN SUSPENSION SYSTEMS OF PASSENGER TRAINS. CIVIL ENGINEERING INFRASTRUCTURES JOURNAL (CEIJ) (JOURNAL OF FACULTY OF ENGINEERING), 44(2), 277-288. SID. https://sid.ir/paper/359204/en

Vancouver: Copy

YOUNESIAN D., SHOKR ELAHI HASAN. NONLINEAR VIBRATION ANALYSIS OF RUBBER SPRINGS IN SUSPENSION SYSTEMS OF PASSENGER TRAINS. CIVIL ENGINEERING INFRASTRUCTURES JOURNAL (CEIJ) (JOURNAL OF FACULTY OF ENGINEERING)[Internet]. 2010;44(2):277-288. Available from: https://sid.ir/paper/359204/en

IEEE: Copy

D. YOUNESIAN, and HASAN SHOKR ELAHI, “NONLINEAR VIBRATION ANALYSIS OF RUBBER SPRINGS IN SUSPENSION SYSTEMS OF PASSENGER TRAINS,” CIVIL ENGINEERING INFRASTRUCTURES JOURNAL (CEIJ) (JOURNAL OF FACULTY OF ENGINEERING), vol. 44, no. 2, pp. 277–288, 2010, [Online]. Available: https://sid.ir/paper/359204/en

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