Steel FRC slab in compression in steel-concrete composite frame joints

Result code in IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F24%3A00377027" target="_blank" >RIV/68407700:21110/24:00377027 - isvavai.cz</a>

Result on the web

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DOI - Digital Object Identifier

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Result language

angličtina

Original language name

Steel FRC slab in compression in steel-concrete composite 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 a composite joints with common concrete slab. This standard prescribes two mechanisms: 1) mechanism 1 acts in the concrete slab with a concentrated compressive force on the column flange; 2) mechanism 2 consist 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-size 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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Type

D - Article in proceedings

CEP classification

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OECD FORD branch

20101 - Civil engineering

Project

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Continuities

S - Specificky vyzkum na vysokych skolach

Publication year

2024

Confidentiality

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

Article name in the collection

Composite Construction in Steel and Concrete IX

ISBN

978-3-433-03378-4

ISSN

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e-ISSN

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Number of pages

12

Pages from-to

510-521

Publisher name

Ernst & Sohn

Place of publication

Berlin

Event location

Online

Event date

Jul 27, 2021

Type of event by nationality

WRD - Celosvětová akce

UT code for WoS article

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