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Pure in-plane shear behaviour of a steel-concrete-steel sandwich structure depending on the reinforcement ratio

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F22%3A00359675" target="_blank" >RIV/68407700:21110/22:00359675 - isvavai.cz</a>

  • Result on the web

  • DOI - Digital Object Identifier

Alternative languages

  • Result language

    angličtina

  • Original language name

    Pure in-plane shear behaviour of a steel-concrete-steel sandwich structure depending on the reinforcement ratio

  • Original language description

    This paper deals with failure modes of a steel-concretesteel sandwich loaded by pure in-plane shear. Current research together with the developed models imply that increase of reinforcement ratio leads to decrease of ductility and possibly to change a failure mode from yielding of steel in tension to crushing of concrete in compression which results in brittle failure. In order to give a reader basic information about inplane shear behaviour of a steel-concrete-steel sandwich, an analytical model is introduced. Japanese experimental program that researched a behaviour of SCS panels with reinforcement ratio 2.3%, 3.2% and 4.5% is also shown. Results of the tests serve for calibration of a numerical nonlinear model. In the end, an achieved work on shear behaviour modelling, that have been done so far, is introduced.

  • Czech name

  • Czech description

Classification

  • Type

    D - Article in proceedings

  • CEP classification

  • OECD FORD branch

    20101 - Civil engineering

Result continuities

  • Project

    <a href="/en/project/TK01030116" target="_blank" >TK01030116: Conceptual design of safety-important components of helium-cooled fast demonstration reactor ALLEGRO</a><br>

  • Continuities

    P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)

Others

  • Publication year

    2022

  • 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 PhD Workshop, Department of Concrete and Masonry Structures 2022

  • ISBN

    978-80-01-06989-9

  • ISSN

  • e-ISSN

  • Number of pages

    6

  • Pages from-to

    38-43

  • Publisher name

    katedra betonových a zděných konstrukcí

  • Place of publication

    Praha

  • Event location

    Praha

  • Event date

    May 27, 2022

  • Type of event by nationality

    EUR - Evropská akce

  • UT code for WoS article