Welded Reinforcement Grids and their Applycability in Czech Environment

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F10%3A00170029" target="_blank" >RIV/68407700:21110/10:00170029 - 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

Welded Reinforcement Grids and their Applycability in Czech Environment

Popis výsledku v původním jazyce

WRG stands for Welded Reinforcement Grids, which is a technology dealing with welding of steel reinforcement bars. The main idea of WRG is a replacement of the conventional bended transverse reinforcement with welded transverse reinforcement in order toget more effective functioning of the structure. The relations describingstresses and behavior of welded materials are often based on experiments. Forthis reason, the most up-to-date standard provisions recommend and require a series of normative tests for all sorts of structural welded reinforcement joints. The computational methods are put aside and more likely used as a preliminary or conservative solution in order to find the values of stresses and capacity. This fact can lead to less effective anduneconomical design of welded reinforcement with a greater margin of reliability and safety. It is also recommended to verify the final values by normative tests and correct the design by the obtained value.

Název v anglickém jazyce

Welded Reinforcement Grids and their Applycability in Czech Environment

Popis výsledku anglicky

WRG stands for Welded Reinforcement Grids, which is a technology dealing with welding of steel reinforcement bars. The main idea of WRG is a replacement of the conventional bended transverse reinforcement with welded transverse reinforcement in order toget more effective functioning of the structure. The relations describingstresses and behavior of welded materials are often based on experiments. Forthis reason, the most up-to-date standard provisions recommend and require a series of normative tests for all sorts of structural welded reinforcement joints. The computational methods are put aside and more likely used as a preliminary or conservative solution in order to find the values of stresses and capacity. This fact can lead to less effective anduneconomical design of welded reinforcement with a greater margin of reliability and safety. It is also recommended to verify the final values by normative tests and correct the design by the obtained value.

Druh

D - Stať ve sborníku

CEP obor

JN - Stavebnictví

OECD FORD obor

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Projekt

<a href="/cs/project/GA103%2F08%2F1372" target="_blank" >GA103/08/1372: Modelování mechanické odezvy tvrdnoucího betonu</a><br>

Návaznosti

S - Specificky vyzkum na vysokych skolach

Rok uplatnění

2010

Kód důvěrnosti údajů

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

Název statě ve sborníku

ENGINEERING MECHANICS 2010

ISBN

978-80-87012-26-0

ISSN

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e-ISSN

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Počet stran výsledku

16

Strana od-do

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Název nakladatele

Ústav termomechaniky AV ČR

Místo vydání

Praha

Místo konání akce

Svratka

Datum konání akce

10. 5. 2010

Typ akce podle státní příslušnosti

EUR - Evropská akce

Kód UT WoS článku

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