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

Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F16%3APU119781" target="_blank" >RIV/00216305:26110/16:PU119781 - isvavai.cz</a>
Result on the web
—
DOI - Digital Object Identifier
—

Result language
angličtina
Original language name
Nonlinear analysis for the investigation of rail-bridge iteraction considering temperature effects
Original language description
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.
Czech name
—
Czech description
—

Type
D - Article in proceedings
CEP classification
—
OECD FORD branch
20102 - Construction engineering, Municipal and structural engineering

Project
Result was created during the realization of more than one project. More information in the Projects tab.
Continuities
P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)

Publication year
2016
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Article name in the collection
Maintenance, Monitoring, safety, Risk and Resilience of Bridges and Bridges Netwrks
ISBN
978-1-138-02851-7
ISSN
—
e-ISSN
—
Number of pages
6
Pages from-to
1557-1562
Publisher name
Neuveden
Place of publication
Brazílie
Event location
Foz do Iguacu
Event date
Jun 26, 2016
Type of event by nationality
WRD - Celosvětová akce
UT code for WoS article
000405269000212

Similar results(10)