Optimization of composite steel and concrete beams with the lightweight concrete deck in terms of the influence of material strength on carrying capacity - parametric study

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F14%3APU112343" target="_blank" >RIV/00216305:26110/14:PU112343 - isvavai.cz</a>

Výsledek na webu

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DOI - Digital Object Identifier

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Jazyk výsledku

angličtina

Název v původním jazyce

Optimization of composite steel and concrete beams with the lightweight concrete deck in terms of the influence of material strength on carrying capacity - parametric study

Popis výsledku v původním jazyce

Well designed composite steel and concrete structures highlight the good material properties and lower the deficiencies of steel and concrete, in particular they make use of high tensile strength of steel and high stiffness of concrete. The most common composite steel and concrete structure is a simply supported beam, which concrete deck transferring the deck load to a beam is connected to the steel cross-section. The aim of this paper is to evaluate the suitability of using compact concrete with the lightweight aggregates for composite steel and concrete beams and also to find an efficient combination of high-strength steel and lightweight high-performance concrete and to find out what is the influence of using high-strength materials on the design ofcomposite steel and concrete beams. The paper is based on the parametric study which summarizes the results of the numerical analysis of composite steel and concrete beams with the lightweight concrete deck which is the base for future e

Název v anglickém jazyce

Optimization of composite steel and concrete beams with the lightweight concrete deck in terms of the influence of material strength on carrying capacity - parametric study

Popis výsledku anglicky

Well designed composite steel and concrete structures highlight the good material properties and lower the deficiencies of steel and concrete, in particular they make use of high tensile strength of steel and high stiffness of concrete. The most common composite steel and concrete structure is a simply supported beam, which concrete deck transferring the deck load to a beam is connected to the steel cross-section. The aim of this paper is to evaluate the suitability of using compact concrete with the lightweight aggregates for composite steel and concrete beams and also to find an efficient combination of high-strength steel and lightweight high-performance concrete and to find out what is the influence of using high-strength materials on the design ofcomposite steel and concrete beams. The paper is based on the parametric study which summarizes the results of the numerical analysis of composite steel and concrete beams with the lightweight concrete deck which is the base for future e

Druh

D - Stať ve sborníku

CEP obor

JM - Inženýrské stavitelství

OECD FORD obor

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Projekt

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Návaznosti

S - Specificky vyzkum na vysokych skolach

Rok uplatnění

2014

Kód důvěrnosti údajů

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

Název statě ve sborníku

Sborník konference Young Scientist 2014

ISBN

978-80-553-1668-0

ISSN

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e-ISSN

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Počet stran výsledku

9

Strana od-do

1-9

Název nakladatele

Technical University of Košice Civil Engineering Faculty Vysokoškolská 4 042 00 Košice

Místo vydání

Košice, Slovenská republika

Místo konání akce

Herľany

Datum konání akce

9. 4. 2014

Typ akce podle státní příslušnosti

WRD - Celosvětová akce

Kód UT WoS článku

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