Prestressed concrete roof girders: Part I – deterministic and stochastic model

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F18%3APU134907" target="_blank" >RIV/00216305:26110/18:PU134907 - 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

Prestressed concrete roof girders: Part I – deterministic and stochastic model

Popis výsledku v původním jazyce

Shear performance of reinforced and prestressed concrete beams have been extensively studied over the last decades, but there is still a lack of clarity e.g. with respect to the effects of normal-shear force in-teraction and the material properties on the shear performance. Therefore, it was of high interest to shed more light on the normal-shear force interaction of wide-span prestressed reinforced concrete lightweight roof ele-ments by means of innovative probabilistic numerical analyses and experimental testing. Extensive experi-mental studies on small specimens, and scaled and full scale beams have been performed in order to comply the required information for complex material laws as they are implemented in advanced probabilistic nonlin-ear numerical analyses. These tools together with advanced monitoring systems are used to investigate proba-bilistic safety levels in terms of the code based design levels and the experimental findings.

Název v anglickém jazyce

Prestressed concrete roof girders: Part I – deterministic and stochastic model

Popis výsledku anglicky

Shear performance of reinforced and prestressed concrete beams have been extensively studied over the last decades, but there is still a lack of clarity e.g. with respect to the effects of normal-shear force in-teraction and the material properties on the shear performance. Therefore, it was of high interest to shed more light on the normal-shear force interaction of wide-span prestressed reinforced concrete lightweight roof ele-ments by means of innovative probabilistic numerical analyses and experimental testing. Extensive experi-mental studies on small specimens, and scaled and full scale beams have been performed in order to comply the required information for complex material laws as they are implemented in advanced probabilistic nonlin-ear numerical analyses. These tools together with advanced monitoring systems are used to investigate proba-bilistic safety levels in terms of the code based design levels and the experimental findings.

Druh

D - Stať ve sborníku

CEP obor

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OECD FORD obor

20101 - Civil engineering

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)

Rok uplatnění

2018

Kód důvěrnosti údajů

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

Název statě ve sborníku

6th International Symposium on Life-Cycle Civil Engineering (IALCCE)

ISBN

978-1-138-62633-1

ISSN

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e-ISSN

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Počet stran výsledku

8

Strana od-do

1-8

Název nakladatele

Neuveden

Místo vydání

Ghent, Belgie

Místo konání akce

Ghent

Datum konání akce

28. 10. 2018

Typ akce podle státní příslušnosti

WRD - Celosvětová akce

Kód UT WoS článku

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