EIN NEUES MODELL FÜR DIE BESTIMMUNGEN DER GEOMETRISCHEN MASSTOLERANZEN IM EISENBAHNOBERBAU

Authors

  • Gyula KORMOS

Abstract

The movement of a railway vehicle is the most often replaced by the movement of its centre of mass. This results determining the tolerance of geometrical distortions of a railway track with a high grade of inaccuracy, which is not permissible. In order to evaluate exactly the vehicle movement on the one hand the vehicle must be interpreted as a system of points on the other hand, a natural triedron must be determined which follows the real movement of the vehicle so that its eigenvectors point always toward the geometrical axes of the railway carriage. The movement of a railway vehicle in the irregular track can be determined by simulation and it can be evaluated by mathematical models. In this way the tolerance of distortion values respecting to up-to-date theorems can be determined on the basis of reality simulating movement characteristics.

Keywords:

tolerance of distortion of railway track, railway kinematics, natural triedron

Citation data from Crossref and Scopus

How to Cite

KORMOS, G. “EIN NEUES MODELL FÜR DIE BESTIMMUNGEN DER GEOMETRISCHEN MASSTOLERANZEN IM EISENBAHNOBERBAU”, Periodica Polytechnica Civil Engineering, 42(1), pp. 15–24, 1998.

Issue

Section

Research Article