Longitudinal track-bridge interaction due to sudden change of coupling interface

Authors:
P. Ruge;D. R. Widarda;G. Schmälzlin;L. Bagayoko
Affiliations:
Lehrstuhl Dynamik der Tragwerke, Fakultät Bauingenieurwesen, Technische Universität Dresden, D-01062 Dresden, Germany;Lehrstuhl Dynamik der Tragwerke, Fakultät Bauingenieurwesen, Technische Universität Dresden, D-01062 Dresden, Germany;Deutsche Bahn AG, DB Systemtechnik, Richelstraíe 3,80634, Munich, Germany;Deutsche Bahn AG, DB Systemtechnik, Richelstraíe 3,80634, Munich, Germany
Venue:
Computers and Structures
Year:
2009

Citing 2
Cited 0

Conserving energy and momentum in nonlinear dynamics: A simple implicit time integration scheme

Computers and Structures
Longitudinal forces in continuously welded rails on bridgedecks due to nonlinear track-bridge interaction

Computers and Structures

Quantified Score

Hi-index	0.00

Visualization

Abstract

Stresses in continuously welded rails on bridges are strongly influenced by the coupling interface between track and bridge in longitudinal direction. Due to European codes this coupling is characterized by a nonlinear stiffness and by a significant dependence on whether the track is loaded by a train or not. The effect of the sequence 'track unloaded-loaded-unloaded' during the passing of a train onto the rail stresses is studied statically as well as dynamically with paying special attention to deformations from the load history; typically from seasonal temperature-change. This effect can increase the rail compression forces up to 10%.