Statická deformace a namáhání předepnuté železniční podkladnice.

Abstract

The bachelor thesis deals with the static deformation and loading of the pre-stressed rail seatign used to increase the contact surface between the rail and sleeper. At the beginning of this work describes the analysis of loads on the base plates and a description of the experiment to calculate the deformation and stress prestressed plates. In another part of the work deals with modeling individual elements of the model. Modeling and calculations of stress and prestress plates the finite element method are performed using software ANSYS. Finally, it is stated evaluation results.