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Linear Local Buckling of Thin UHPC Walls without Intermediate Stiffeners

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F22%3A00360301" target="_blank" >RIV/68407700:21110/22:00360301 - isvavai.cz</a>

  • Result on the web

    <a href="https://concrete.fsv.cvut.cz/phdworkshop/proceedings/2022/pdf/PhD_Workshop_2022_Proceedings.pdf" target="_blank" >https://concrete.fsv.cvut.cz/phdworkshop/proceedings/2022/pdf/PhD_Workshop_2022_Proceedings.pdf</a>

  • DOI - Digital Object Identifier

Alternative languages

  • Result language

    angličtina

  • Original language name

    Linear Local Buckling of Thin UHPC Walls without Intermediate Stiffeners

  • Original language description

    Modern cementitious composites, such as UHPC, enable the construction of increasingly more slender elements with thin-walled cross sections resembling the proportions typical for steel structures. However, such members are subjected to the problem of loss of stability of individual walls. This problem has historically received little attention in the field of concrete structures. Therefore, this paper deals with one of the basic types of stability loss of thin-walled elements – local buckling. The critical stress values of variable length internal and outstanding walls, subjected to compression, bending, or shear loads assuming a linear elastic material response and zero imperfections, are determined by numerical analysis. For the lowest values of critical stress, criteria for the maximum admissible slenderness of UHPC walls are obtained, and finally the paper concludes with the minimum admissible thicknesses required to ensure stable behavior for a wall with reference dimensions.

  • Czech name

  • Czech description

Classification

  • Type

    D - Article in proceedings

  • CEP classification

  • OECD FORD branch

    20101 - Civil engineering

Result continuities

  • Project

  • Continuities

    S - Specificky vyzkum na vysokych skolach

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

    11

  • Pages from-to

    117-127

  • 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