Přístupnostní navigace
E-přihláška
Vyhledávání Vyhledat Zavřít
Detail publikace
STRAUSS, A. KARIMI, S. ŠOMODÍKOVÁ, M. LEHKÝ, D. NOVÁK, D. FRANGOPOL, D. BERGMEISTER, K.
Originální název
Monitoring based nonlinear system modeling of bridge–continuous welded rail interaction
Typ
článek v časopise ve Web of Science, Jimp
Jazyk
angličtina
Originální abstrakt
The investigation of longitudinal loads and their influence on stresses and internal forces in continuous welded rails (CWR) connected to bridge deck has been discussed intensively in the last 20 years. These discussions originated from the 1995 UIC-recommendation 774-3R, and led to the introduction of the Eurocode 1. These standards are very conservative. For instance, the code used a bi-linear stiffness–displacement law for the validation of the rail–bridge structure interaction and its effects on the rail stresses lead for short bridge spans to rail interruptions. The objective of this paper is to formulate the capacities and boundary conditions of the rail–structure interaction by means of extended numerical linear and nonlinear analyses, which are not fully comprehended in the standard specifications and therefore result in conservative interaction laws. The analyses have been carried out by means of monitoring-based nonlinear finite element modeling using advanced beam–spring interaction laws and specified thermomechanical considerations for capturing the real thermal expansion of bridge structures.
Klíčová slova
Continuous welded rails, Rail–bridge interaction, Admissible rail stress capacity, Temperature monitoring, Non-linear finite element modelling
Autoři
STRAUSS, A.; KARIMI, S.; ŠOMODÍKOVÁ, M.; LEHKÝ, D.; NOVÁK, D.; FRANGOPOL, D.; BERGMEISTER, K.
Vydáno
1. 1. 2018
ISSN
0141-0296
Periodikum
ENGINEERING STRUCTURES
Ročník
155
Číslo
1
Stát
Spojené království Velké Británie a Severního Irska
Strany od
25
Strany do
35
Strany počet
11
URL
https://www.sciencedirect.com/science/article/pii/S0141029617306715
BibTex
@article{BUT143571, author="Alfred {Strauss} and Saeed {Karimi} and Martina {Sadílková Šomodíková} and David {Lehký} and Drahomír {Novák} and D.M. {Frangopol} and Konrad {Bergmeister}", title="Monitoring based nonlinear system modeling of bridge–continuous welded rail interaction", journal="ENGINEERING STRUCTURES", year="2018", volume="155", number="1", pages="25--35", doi="10.1016/j.engstruct.2017.10.053", issn="0141-0296", url="https://www.sciencedirect.com/science/article/pii/S0141029617306715" }