Detail publikace

Nonlinear analysis for the investigation of rail-bridge iteraction considering temperature effects

Originální název

Nonlinear analysis for the investigation of rail-bridge iteraction considering temperature effects

Anglický název

Nonlinear analysis for the investigation of rail-bridge iteraction considering temperature effects

Jazyk

en

Originální abstrakt

In this paper the temperature effects on rail-bridge iteraction during four seasons is studied using a reinforced concrete L110 bridge in Austria. Nonlinear model of the whole system was developed for balasted and non-ballasted track. Special attention was paid to calibration of rail-bridge iteraction and boundary conditions using measured data and code specifications. The aim of this studywas to analyze admissible stress in rails due to iteraction with bridge caused by temperature loading according to in situ measurement as well as to perform prediction for possible future situations.

Anglický abstrakt

In this paper the temperature effects on rail-bridge iteraction during four seasons is studied using a reinforced concrete L110 bridge in Austria. Nonlinear model of the whole system was developed for balasted and non-ballasted track. Special attention was paid to calibration of rail-bridge iteraction and boundary conditions using measured data and code specifications. The aim of this studywas to analyze admissible stress in rails due to iteraction with bridge caused by temperature loading according to in situ measurement as well as to perform prediction for possible future situations.

BibTex


@inproceedings{BUT127070,
  author="Alfred {Strauss} and Martina {Šomodíková} and David {Lehký} and Drahomír {Novák} and D.M. {Frangopol}",
  title="Nonlinear analysis for the investigation of rail-bridge iteraction considering temperature effects",
  annote="In this paper the temperature effects on rail-bridge iteraction during four seasons is studied using a reinforced concrete L110 bridge in Austria. Nonlinear model of the whole system was developed for balasted and non-ballasted track. Special attention was paid to calibration of rail-bridge iteraction and boundary conditions using measured data and code specifications. The aim of this studywas to analyze admissible stress in rails due to iteraction with bridge caused by temperature loading according to in situ measurement as well as to perform prediction for possible future situations.",
  booktitle="Maintenance, Monitoring, safety, Risk and Resilience of Bridges and Bridges Netwrks",
  chapter="127070",
  howpublished="electronic, physical medium",
  year="2016",
  month="june",
  pages="1557--1562",
  type="conference paper"
}