ANALYSIS OF COMPOSITE SLABS USING SMALL-SCALE TESTS

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F14%3APU110469" target="_blank" >RIV/00216305:26110/14:PU110469 - 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

ANALYSIS OF COMPOSITE SLABS USING SMALL-SCALE TESTS

Popis výsledku v původním jazyce

The typical failure mode of composite slabs using thin-walled steel sheeting with prepressed embossments is longitudinal shear. The resulting bearing capacity is a combination of friction and mechanical interlock influenced by sheeting geometry, materials properties and other factors. It is then hard to describe the bearing capacity analytically or numerically. The nowadays design methods for composite slabs describe the load bearing capacity of the slab using large-scale laboratory bending tests. Small-scale shear tests present an advantageous alternative to the bending tests. They can determine the shear characteristics of the sheeting and thus significantly facilitate the design. However they cannot include all the factors acting in the bended slab.Therefore an appropriate evaluating method must be applied on their results. Slip Block Test and New Simplified Method are applied on these results and compared. Another difficulty of the small-scale test is their dependence on test set

Název v anglickém jazyce

ANALYSIS OF COMPOSITE SLABS USING SMALL-SCALE TESTS

Popis výsledku anglicky

The typical failure mode of composite slabs using thin-walled steel sheeting with prepressed embossments is longitudinal shear. The resulting bearing capacity is a combination of friction and mechanical interlock influenced by sheeting geometry, materials properties and other factors. It is then hard to describe the bearing capacity analytically or numerically. The nowadays design methods for composite slabs describe the load bearing capacity of the slab using large-scale laboratory bending tests. Small-scale shear tests present an advantageous alternative to the bending tests. They can determine the shear characteristics of the sheeting and thus significantly facilitate the design. However they cannot include all the factors acting in the bended slab.Therefore an appropriate evaluating method must be applied on their results. Slip Block Test and New Simplified Method are applied on these results and compared. Another difficulty of the small-scale test is their dependence on test set

Druh

D - Stať ve sborníku

CEP obor

JN - Stavebnictví

OECD FORD obor

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Projekt

<a href="/cs/project/ED2.1.00%2F03.0097" target="_blank" >ED2.1.00/03.0097: AdMaS - Pokročilé stavební materiály, konstrukce a technologie</a><br>

Návaznosti

P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)<br>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

Eurosteel 2014

ISBN

978-92-9147-121-8

ISSN

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e-ISSN

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Počet stran výsledku

6

Strana od-do

1-6

Název nakladatele

ECCS

Místo vydání

Neapol

Místo konání akce

Naples

Datum konání akce

10. 9. 2014

Typ akce podle státní příslušnosti

WRD - Celosvětová akce

Kód UT WoS článku

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