The Influence of the Partitioning Web Plate on the Increase of the Ductility of the Steel-Concrete-Steel Structure
The result's identifiers
Result code in 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>
Result on the web
<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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Alternative languages
Result language
angličtina
Original language name
The Influence of the Partitioning Web Plate on the Increase of the Ductility of the Steel-Concrete-Steel Structure
Original language description
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.
Czech name
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Czech description
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Classification
Type
D - Article in proceedings
CEP classification
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OECD FORD branch
20101 - Civil engineering
Result continuities
Project
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Continuities
S - Specificky vyzkum na vysokych skolach
Others
Publication year
2024
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Data specific for result type
Article name in the collection
Proceedings of the 15th fib International PhD Symposium in Civil Engineering
ISBN
978-2-940643-24-0
ISSN
2617-4820
e-ISSN
2617-4820
Number of pages
8
Pages from-to
197-204
Publisher name
fib - fédération internationale du béton
Place of publication
Lausanne
Event location
Budapešť
Event date
Aug 28, 2024
Type of event by nationality
WRD - Celosvětová akce
UT code for WoS article
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