System modules
Presentations
UM Loco / Rail Profile Wear Evolution
This presentation is about a new UM 9 module which is aimed at predicting wear of railway rail profiles.
Read moreModule: UM Pneumatic Systems (UM PS)
A new module is intended for simulation of multibody systems with Pneumatic Elements
Read moreApplication of UM to optimize wheel profiles on Russian Railways
Presentation is devoted to the optimization of wheel profiles for both freight and passenger cars using Universal Mechanism software.
Read moreBasics of PBS Analysis in Universal Mechanism software
Presentation is devoted to using Universal Mechanism software for PBS analysis of road trains.
Read moreSimulation of Road Vehicle Dynamics Using Universal Mechanism Software
Read moreComputer simulation of train-track-bridge interaction
The aim of the paper is to present the approach for simulation of dynamics of the systems consisting of railway vehicle, flexible track and flexible foundation.
Railway vehicles are considered as multibody systems that include rigid or flexible bodies, joints and force elements. The track model is considered as a periodic 3D structure consisting of rails, pads and sleepers on a flexible foundation. Two rails modelled as Timoshenko beams are discretely supported on the sleepers through the railpads and fasteners, that are modelled as nonlinear force elements. The foundation (bridge, tunnel, overpass) is considered as a flexible multibody system simulated using finite element method.
Vertical response of the track model is verified through comparison with experimental data. Test case of simulation of suburban 6-car train on a flexible railway track and three sections of U-like flexible railway bridge of 30 m each is shown. Comparison of the simulation results with experimental data is given.
Read moreSimulation of Railway Vehicle Dynamics Using Universal Mechanism Software
New! Conventional railway models, models with flexible car bodies and bogie frames, wheel-to-rail contact models, flexible track models, vehicle-track-bridge interaction, rolling contact fatigue, wheel and rail profile wear, stability and safety of railway vehicles: listed above and other questions are considered.
Read moreRailway vehicle and bridge interaction: some approaches and applications
Presented approach is based on method of dynamic simulation of flexible bodies which is implemented in UM software.
Read moreSimulation of flexible rail track dynamics
The approach to simulation of flexible railway track dynamics in Universal Mechanism software is considered. The approach supposes considering rails as Timoshenko beams and slippers as rigid bodies or Euler-Bernoulli beams.
Read moreReal-time model for simulation of tracked vehicles
A massless track-wheel-terrain interaction model for the real-time simulation of tracked vehicles is suggested. The model is oriented for simulation of tracked vehicles on highly non-smooth urban and industrial terrains that include such elements like stairs, vertical obstacles etc.
Read moreSimulation of Derailments
Presentation is devoted to simulation of train derailment processes and the identification of causes of derailments by using Universal mechanism software.
Read moreThree-Piece Bogie Models
Presentation is devoted to models of freight cars based on three-piece bogies and its applications.
Read moreUM RCF Presentation
Presentation is devoted to simulation of accumulation of contact fatigue damages in railway wheels with the help of Universal Mechanism software. Simulation is supported by UM RCF module.
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 UM Models of Freight Bogies
 UM Models of Freight Bogies


 Freight wagons with three-piece bogies are widely used around the world in practice of heavy haul railway operations. The so-called 18-100 model of the three-piece bogie is the standard bogie used in freight wagons of the Russian Railways.
Freight wagons with three-piece bogies are widely used around the world in practice of heavy haul railway operations. The so-called 18-100 model of the three-piece bogie is the standard bogie used in freight wagons of the Russian Railways.  The following models of freight wagons with three-piece bogies were simulated with the help of UM: open wagon, hopper and tank truck. The main difference of these models in contrast to similar models is introducing friction wedges in the model as free bodies with six degrees of freedom (d.o.f.). Friction wedges interact with a side frame and a bolster by means of the point-plane contact model. A linear viscous-elastic model is used for the normal force in this contact model and stick-slip motion with two-dimensional friction in the tangent plane. UM model of the three-piece bogie allows all clearances between the bolster, wedges, side frames and wheelsets. Such model is more accurate one for simulation of the dynamic behavior of wedges, axle-boxes and pivots. Models of the wagons include 19 rigid bodies: car body, 2 bolsters, 4 side frames, 8 friction wedges, and 4 wheelsets and have 110 d.o.f.
 The following models of freight wagons with three-piece bogies were simulated with the help of UM: open wagon, hopper and tank truck. The main difference of these models in contrast to similar models is introducing friction wedges in the model as free bodies with six degrees of freedom (d.o.f.). Friction wedges interact with a side frame and a bolster by means of the point-plane contact model. A linear viscous-elastic model is used for the normal force in this contact model and stick-slip motion with two-dimensional friction in the tangent plane. UM model of the three-piece bogie allows all clearances between the bolster, wedges, side frames and wheelsets. Such model is more accurate one for simulation of the dynamic behavior of wedges, axle-boxes and pivots. Models of the wagons include 19 rigid bodies: car body, 2 bolsters, 4 side frames, 8 friction wedges, and 4 wheelsets and have 110 d.o.f. 
 For adequate simulation of the three-piece bogie it is necessary to introduce in the model a number of contact force elements which lead to stiff equations of motion [
 For adequate simulation of the three-piece bogie it is necessary to introduce in the model a number of contact force elements which lead to stiff equations of motion [ Bringing 6-d.o.f. wedges with contact force elements in the multibody model significantly increases adequacy and accuracy of the model. Numerical and field experiments showed that using simplified analytical functions (without 6-d.o.f. wedges) for the simulation of the contact interaction with friction in the mathematical model of the three-piece bogie had low accuracy.
 Bringing 6-d.o.f. wedges with contact force elements in the multibody model significantly increases adequacy and accuracy of the model. Numerical and field experiments showed that using simplified analytical functions (without 6-d.o.f. wedges) for the simulation of the contact interaction with friction in the mathematical model of the three-piece bogie had low accuracy.