Experimental Measurements on Two-Span Steel-Concrete Composite Beam with Post Tensioned 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

Experimental Measurements on Two-Span Steel-Concrete Composite Beam with Post Tensioned Slab

Popis výsledku v původním jazyce

Prestressing of the slab of steel-concrete composite structures has always been a very discussed topic. However a reasonable degree of prestressing, the way how the shear connection between the slab and the steel beam is realised and mostly the age of concrete in the time of prestressing and time of subsequent activation of shear connection can minimize the most of the concerned negative contribution of prestressing and gain the most of positive features that prestressing and diversity of two basic materials can bring. Deeper knowledge about this `new? type of structures can enhance the range of its use and open new possibilities in design and construction on a building site. This paper deals with measurements during a bending test up to the reaching of bearing capacity of the beam.

Název v anglickém jazyce

Experimental Measurements on Two-Span Steel-Concrete Composite Beam with Post Tensioned Slab

Popis výsledku anglicky

Prestressing of the slab of steel-concrete composite structures has always been a very discussed topic. However a reasonable degree of prestressing, the way how the shear connection between the slab and the steel beam is realised and mostly the age of concrete in the time of prestressing and time of subsequent activation of shear connection can minimize the most of the concerned negative contribution of prestressing and gain the most of positive features that prestressing and diversity of two basic materials can bring. Deeper knowledge about this `new? type of structures can enhance the range of its use and open new possibilities in design and construction on a building site. This paper deals with measurements during a bending test up to the reaching of bearing capacity of the beam.

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

PhD Workshop - Proceedings

ISBN

978-80-01-05471-0

ISSN

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e-ISSN

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Počet stran výsledku

6

Strana od-do

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Název nakladatele

České vysoké učení technické v Praze, Fakulta stavební

Místo vydání

Praha

Místo konání akce

Praha

Datum konání akce

16. 5. 2014

Typ akce podle státní příslušnosti

CST - Celostátní akce

Kód UT WoS článku

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