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Design of expansion anchors to concrete based on the results of experimental verification

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F09%3APU85580" target="_blank" >RIV/00216305:26110/09:PU85580 - isvavai.cz</a>

  • Result on the web

  • DOI - Digital Object Identifier

Alternative languages

  • Result language

    angličtina

  • Original language name

    Design of expansion anchors to concrete based on the results of experimental verification

  • Original language description

    This paper deals with the problems of the fastening of steel structures to concrete constructions using the post-installed anchoring elements. The paper is oriented to the presentation of some results of the analysis concentrated to the actual behaviourof the particular type of steel mechanical anchors, so called expansion anchors, during the loading and deformation process, using the experimental verification and its statistical evaluation based on the design assisted by testing.

  • Czech name

  • Czech description

Classification

  • Type

    J<sub>x</sub> - Unclassified - Peer-reviewed scientific article (Jimp, Jsc and Jost)

  • CEP classification

    JM - Structural engineering

  • OECD FORD branch

Result continuities

  • Project

    Result was created during the realization of more than one project. More information in the Projects tab.

  • Continuities

    Z - Vyzkumny zamer (s odkazem do CEZ)

Others

  • Publication year

    2009

  • Confidentiality

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

Data specific for result type

  • Name of the periodical

    Advanced Steel Construction - an International Journal

  • ISSN

    1816-112X

  • e-ISSN

  • Volume of the periodical

    5

  • Issue of the periodical within the volume

    4

  • Country of publishing house

    HK - HONG KONG

  • Number of pages

    16

  • Pages from-to

  • UT code for WoS article

    000272062500002

  • EID of the result in the Scopus database