The Influence of the Partitioning Web Plate on the Increase of the Ductility of the Steel-Concrete-Steel Structure

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F24%3A00379420" target="_blank" >RIV/68407700:21110/24:00379420 - isvavai.cz</a>

Výsledek na webu

<a href="https://fib-international.org/publications/fib-proceedings/15th-phd-symposium-in-budapest-hungary-2024-proceedings-em-pdf-em-detail.html" target="_blank" >https://fib-international.org/publications/fib-proceedings/15th-phd-symposium-in-budapest-hungary-2024-proceedings-em-pdf-em-detail.html</a>

DOI - Digital Object Identifier

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Jazyk výsledku

angličtina

Název v původním jazyce

The Influence of the Partitioning Web Plate on the Increase of the Ductility of the Steel-Concrete-Steel Structure

Popis výsledku v původním jazyce

This paper deals with the increase in ductility of steel-concrete-steel sandwich structure in plane shear due to the addition of partitioning web plate. The motivation for investigating this phenomenon is the possibility of designing the structure with a higher reinforcement ratio, which, according to previous observations, decreases the ductility of the structure. Two experimental programs are introduced to investigate the effect of the partitioning web plate in a steel-concrete-steel sandwich structure. One experimental program involves a comparison of the response of steel-concrete-steel panels of the same geometric and material parameters, while the presence or absence of a partitioning web plate being the only variable parameter. The second experimental program deals purely with the effect of the frequency of partitioning web plates on the ductility of the structure under in-plane shear loading. Assumptions about the mechanism of behaviour of a steel-concrete-steel sandwich structure with and without a parti-tioning web plate are then discussed and supported by the analysis of own models using the truss and tie method and finite element method. This paper results in a deeper understanding of the behavioural mechanism of the steel-concrete-steel sandwich with the influence of the partitioning web plate, as well as an assessment of the suitability of the developed truss and tie models.

Název v anglickém jazyce

The Influence of the Partitioning Web Plate on the Increase of the Ductility of the Steel-Concrete-Steel Structure

Popis výsledku anglicky

This paper deals with the increase in ductility of steel-concrete-steel sandwich structure in plane shear due to the addition of partitioning web plate. The motivation for investigating this phenomenon is the possibility of designing the structure with a higher reinforcement ratio, which, according to previous observations, decreases the ductility of the structure. Two experimental programs are introduced to investigate the effect of the partitioning web plate in a steel-concrete-steel sandwich structure. One experimental program involves a comparison of the response of steel-concrete-steel panels of the same geometric and material parameters, while the presence or absence of a partitioning web plate being the only variable parameter. The second experimental program deals purely with the effect of the frequency of partitioning web plates on the ductility of the structure under in-plane shear loading. Assumptions about the mechanism of behaviour of a steel-concrete-steel sandwich structure with and without a parti-tioning web plate are then discussed and supported by the analysis of own models using the truss and tie method and finite element method. This paper results in a deeper understanding of the behavioural mechanism of the steel-concrete-steel sandwich with the influence of the partitioning web plate, as well as an assessment of the suitability of the developed truss and tie models.

Druh

D - Stať ve sborníku

CEP obor

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OECD FORD obor

20101 - Civil engineering

Projekt

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Návaznosti

S - Specificky vyzkum na vysokych skolach

Rok uplatnění

2024

Kód důvěrnosti údajů

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

Název statě ve sborníku

Proceedings of the 15th fib International PhD Symposium in Civil Engineering

ISBN

978-2-940643-24-0

ISSN

2617-4820

e-ISSN

2617-4820

Počet stran výsledku

8

Strana od-do

197-204

Název nakladatele

fib - fédération internationale du béton

Místo vydání

Lausanne

Místo konání akce

Budapešť

Datum konání akce

28. 8. 2024

Typ akce podle státní příslušnosti

WRD - Celosvětová akce

Kód UT WoS článku

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