Steel FRC slab in compression in composite steel-concrete frame joints
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F21%3A00351604" target="_blank" >RIV/68407700:21110/21:00351604 - isvavai.cz</a>
Result on the web
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DOI - Digital Object Identifier
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Alternative languages
Result language
angličtina
Original language name
Steel FRC slab in compression in composite steel-concrete frame joints
Original language description
The objective of the research is a steel fiber-reinforced concrete slab in compression in a composite frame joint. EN 1998-1 relates only to composite joints with common concrete slab. This standard prescribes two mechanisms: mechanism 1 acts in the concrete slab with a con-centrated compressive force on the column flange; mechanism 2 consists of struts and tie model, where concrete struts compress the concave parts of the column cross-section. By these mechanisms, it is prescribed inaccurate formula for the effective width calculation of a common concrete slab in compression in the nodal zone, as the standard procedure does not consider the contribution of the confinement effect to the resistance of mechanism 1. Mecha-nism 1 represents a direct bearing of the concrete slab against the column flange. There is a concrete slab in compression confined by transverse reinforcement, slab continuity around the column flange and friction on the column flange. Moreover, some publications describe different inclination of the concrete struts of mechanism 2. The resistance of mechanism 2 significantly depends on this inclination. The aim of this work is to derive a more accurate formula for calculation the effective width of the steel fiber-reinforced concrete slab in com-pression in the nodal zone. Experiment with real-sized isolated composite joint, validation of ATENA numerical models and parametric study of composite joints with fiber-reinforced concrete slab are the main steps of this research.
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
20102 - Construction engineering, Municipal and structural engineering
Result continuities
Project
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Continuities
S - Specificky vyzkum na vysokych skolach
Others
Publication year
2021
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Data specific for result type
Article name in the collection
EUROSTEEL 2021 Sheffield — Steel's coming home
ISBN
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ISSN
2509-7075
e-ISSN
2509-7075
Number of pages
6
Pages from-to
540-545
Publisher name
Ernst & Sohn
Place of publication
Berlin
Event location
Sheffield
Event date
Sep 1, 2021
Type of event by nationality
WRD - Celosvětová akce
UT code for WoS article
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