Steel and concrete composite bridge trusses

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F11%3A00310363" target="_blank" >RIV/68407700:21110/11:00310363 - isvavai.cz</a>

Výsledek na webu

<a href="http://dx.doi.org/10.1016/j.engstruct.2011.08.017" target="_blank" >http://dx.doi.org/10.1016/j.engstruct.2011.08.017</a>

DOI - Digital Object Identifier

<a href="http://dx.doi.org/10.1016/j.engstruct.2011.08.017" target="_blank" >10.1016/j.engstruct.2011.08.017</a>

Jazyk výsledku

angličtina

Název v původním jazyce

Steel and concrete composite bridge trusses

Popis výsledku v původním jazyce

Analysis of longitudinal shear along an interface between steel and concrete parts of a composite truss bridge from elastic phase up to plastic collapse is presented. Based on authors' previous experimental research reported in references the numerical analysis and Eurocode approach concerning distribution of the longitudinal shear flow is studied in detail. The main interest is devoted to elastic and elasticplastic distribution of the flow corresponding to design level of bridge loading. The analysis covers both the common elastic frame 2D modelling of the shear connection used by designers and the 3D GMNA (geometrically and materially non-linear analysis) using ANSYS software package. Results of the various models are mutually compared and confronted with provisions of Eurocode 4 for a railway composite bridge. The results are commented and some recommendations for practical design are suggested.

Název v anglickém jazyce

Steel and concrete composite bridge trusses

Popis výsledku anglicky

Analysis of longitudinal shear along an interface between steel and concrete parts of a composite truss bridge from elastic phase up to plastic collapse is presented. Based on authors' previous experimental research reported in references the numerical analysis and Eurocode approach concerning distribution of the longitudinal shear flow is studied in detail. The main interest is devoted to elastic and elasticplastic distribution of the flow corresponding to design level of bridge loading. The analysis covers both the common elastic frame 2D modelling of the shear connection used by designers and the 3D GMNA (geometrically and materially non-linear analysis) using ANSYS software package. Results of the various models are mutually compared and confronted with provisions of Eurocode 4 for a railway composite bridge. The results are commented and some recommendations for practical design are suggested.

Druh

D - Stať ve sborníku

CEP obor

—

OECD FORD obor

20102 - Construction engineering, Municipal and structural engineering

Projekt

—

Návaznosti

I - Institucionalni podpora na dlouhodoby koncepcni rozvoj vyzkumne organizace

Rok uplatnění

2011

Kód důvěrnosti údajů

S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Název statě ve sborníku

Steel Space and Composite Structures

ISBN

9789810888152

ISSN

—

e-ISSN

—

Počet stran výsledku

6

Strana od-do

229-234

Název nakladatele

CI-PREMIERE PTE LTD

Místo vydání

Singapore

Místo konání akce

North Cyprus

Datum konání akce

18. 5. 2011

Typ akce podle státní příslušnosti

WRD - Celosvětová akce

Kód UT WoS článku

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