Theoretical and experimental analysis of load-carrying capacity of steel-concrete composite beams with glass-fibre-concrete slab

Kód výsledku v IS VaVaI

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Výsledek na webu

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DOI - Digital Object Identifier

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Jazyk výsledku

angličtina

Název v původním jazyce

Theoretical and experimental analysis of load-carrying capacity of steel-concrete composite beams with glass-fibre-concrete slab

Popis výsledku v původním jazyce

The paper deals with the problems of the theoretical and experimental investigation of load-carrying capacity of steel-concrete composite beams with glass-fibre-concrete slab. The paper presents some results of the research oriented to the utilization ofhigh-strength steels and high-performance concretes in steel-concrete composite structural members. This paper is directed towards the theoretical analysis of the bending moment capacity and experimental verification of the actual bending moment capacity of steel-concrete composite beams with glass-fibre-concrete slab in connection with their actual behaviour and corresponding relevant failure mechanism. Within the framework of the bending moment capacity analysis four basic types of beams have been (or will be, respectively) investigated, all of them composed of 3 different steel IPE cross-sections and concrete slab. The attention was paid mainly to the efficiency of the utilization and the effectiveness of the contribution of glass-f

Název v anglickém jazyce

Theoretical and experimental analysis of load-carrying capacity of steel-concrete composite beams with glass-fibre-concrete slab

Popis výsledku anglicky

The paper deals with the problems of the theoretical and experimental investigation of load-carrying capacity of steel-concrete composite beams with glass-fibre-concrete slab. The paper presents some results of the research oriented to the utilization ofhigh-strength steels and high-performance concretes in steel-concrete composite structural members. This paper is directed towards the theoretical analysis of the bending moment capacity and experimental verification of the actual bending moment capacity of steel-concrete composite beams with glass-fibre-concrete slab in connection with their actual behaviour and corresponding relevant failure mechanism. Within the framework of the bending moment capacity analysis four basic types of beams have been (or will be, respectively) investigated, all of them composed of 3 different steel IPE cross-sections and concrete slab. The attention was paid mainly to the efficiency of the utilization and the effectiveness of the contribution of glass-f

Druh

D - Stať ve sborníku

CEP obor

JM - Inženýrské stavitelství

OECD FORD obor

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Projekt

Výsledek vznikl pri realizaci vícero projektů. Více informací v záložce Projekty.

Návaznosti

P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)<br>S - Specificky vyzkum na vysokych skolach

Rok uplatnění

2012

Kód důvěrnosti údajů

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

Název statě ve sborníku

Proceedings of the 5th WSEAS International Conference on Engineering Mechanics, Structures, Engineering Geology

ISBN

978-1-61804-071-8

ISSN

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e-ISSN

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Počet stran výsledku

6

Strana od-do

243-247

Název nakladatele

WSEAS Press

Místo vydání

Cambridge, U.K.

Místo konání akce

Cambridge

Datum konání akce

25. 2. 2012

Typ akce podle státní příslušnosti

WRD - Celosvětová akce

Kód UT WoS článku

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