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Study of strengthening flat slabs against punching by additional column heads

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F16%3APU117298" target="_blank" >RIV/00216305:26110/16:PU117298 - isvavai.cz</a>

  • Result on the web

    <a href="https://www.scientific.net/KEM.691.321" target="_blank" >https://www.scientific.net/KEM.691.321</a>

  • DOI - Digital Object Identifier

    <a href="http://dx.doi.org/10.4028/www.scientific.net/KEM.691.321" target="_blank" >10.4028/www.scientific.net/KEM.691.321</a>

Alternative languages

  • Result language

    angličtina

  • Original language name

    Study of strengthening flat slabs against punching by additional column heads

  • Original language description

    Over the past few years, punching shear has been in the forefront of both research teams and professional public due to a new approach to its verification according to Model Code 2010. From this topic, the task of flat slabs strengthening against punching shear has arisen. This problem, and in particular the problem of flat slabs strengthened by additional concrete column heads, is the focus of this paper. Structures are analysed using a 3D FEM models including material and geometric nonlinearity. The way of modelling is validated against experiments on non-strengthened flat slabs subjected to punching shear. At first, strengthening with a rigid connection at the interface between structures is considered and then, several different types of connection at the interface are evaluated. Finally, strengthening of structures with varying lengths of top flexural reinforcement in the slab is modelled while minimum anchorage length outside the additional column head is verified.

  • Czech name

  • Czech description

Classification

  • Type

    J<sub>SC</sub> - Article in a specialist periodical, which is included in the SCOPUS database

  • CEP classification

  • OECD FORD branch

    20101 - Civil engineering

Result continuities

  • Project

  • Continuities

    S - Specificky vyzkum na vysokych skolach

Others

  • Publication year

    2016

  • Confidentiality

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

Data specific for result type

  • Name of the periodical

    Key Engineering Materials (print)

  • ISSN

    1013-9826

  • e-ISSN

  • Volume of the periodical

    691

  • Issue of the periodical within the volume

    -

  • Country of publishing house

    CH - SWITZERLAND

  • Number of pages

    12

  • Pages from-to

    321-333

  • UT code for WoS article

  • EID of the result in the Scopus database

    2-s2.0-84959387215