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STRAUSS, A. ŠOMODÍKOVÁ, M. LEHKÝ, D. NOVÁK, D. FRANGOPOL, D.
Original Title
Nonlinear analysis for the investigation of rail-bridge iteraction considering temperature effects
Type
conference paper
Language
English
Original Abstract
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.
Keywords
Nonlinear analysis, rail-bridge iteraction, temperature effects
Authors
STRAUSS, A.; ŠOMODÍKOVÁ, M.; LEHKÝ, D.; NOVÁK, D.; FRANGOPOL, D.
Released
26. 6. 2016
Location
Brazílie
ISBN
978-1-138-02851-7
Book
Maintenance, Monitoring, safety, Risk and Resilience of Bridges and Bridges Netwrks
Pages from
1557
Pages to
1562
Pages count
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" }