Composite steel and concrete bridge trusses

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F11%3A00184584" target="_blank" >RIV/68407700:21110/11:00184584 - 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

Composite steel and concrete bridge trusses

Popis výsledku v původním jazyce

Distribution of longitudinal shear along an interface between steel and concrete parts of various composite truss bridges from elastic phase up to plastic collapse is presented. With respect to 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 elastic-plastic distribution of the flow corresponding to design level of bridge loading and plastic collapse. 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 composite bridges. Finally some recommendations for practical design are suggested.

Název v anglickém jazyce

Composite steel and concrete bridge trusses

Popis výsledku anglicky

Distribution of longitudinal shear along an interface between steel and concrete parts of various composite truss bridges from elastic phase up to plastic collapse is presented. With respect to 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 elastic-plastic distribution of the flow corresponding to design level of bridge loading and plastic collapse. 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 composite bridges. Finally some recommendations for practical design are suggested.

Druh

J_x - Nezařazeno - Článek v odborném periodiku (Jimp, Jsc a Jost)

CEP obor

JM - Inženýrské stavitelství

OECD FORD obor

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Projekt

—

Návaznosti

Z - Vyzkumny zamer (s odkazem do CEZ)

Rok uplatnění

2011

Kód důvěrnosti údajů

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

Název periodika

Engineering Structures

ISSN

0141-0296

e-ISSN

—

Svazek periodika

33

Číslo periodika v rámci svazku

12

Stát vydavatele periodika

GB - Spojené království Velké Británie a Severního Irska

Počet stran výsledku

7

Strana od-do

3136-3142

Kód UT WoS článku

000297823200002

EID výsledku v databázi Scopus

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