Detail publikace

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

STRAUSS, A. ŠOMODÍKOVÁ, M. LEHKÝ, D. NOVÁK, D. FRANGOPOL, D.

Originální název

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

Typ

článek ve sborníku ve WoS nebo Scopus

Jazyk

angličtina

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.

Klíčová slova

Nonlinear analysis, rail-bridge iteraction, temperature effects

Autoři

STRAUSS, A.; ŠOMODÍKOVÁ, M.; LEHKÝ, D.; NOVÁK, D.; FRANGOPOL, D.

Vydáno

26. 6. 2016

Místo

Brazílie

ISBN

978-1-138-02851-7

Kniha

Maintenance, Monitoring, safety, Risk and Resilience of Bridges and Bridges Netwrks

Strany od

1557

Strany do

1562

Strany počet

6

BibTex

@inproceedings{BUT127070,
  author="Alfred {Strauss} and Martina {Sadílková Šomodíková} and David {Lehký} and Drahomír {Novák} and D.M. {Frangopol}",
  title="Nonlinear analysis for the investigation of rail-bridge iteraction considering temperature effects",
  booktitle="Maintenance, Monitoring, safety, Risk and Resilience of Bridges and Bridges Netwrks",
  year="2016",
  pages="1557--1562",
  address="Brazílie",
  isbn="978-1-138-02851-7"
}