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To Advanced Modellong of End Plate Joints

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F13%3A00209916" target="_blank" >RIV/68407700:21110/13:00209916 - isvavai.cz</a>

  • Result on the web

    <a href="http://dx.doi.org/10.7862/rb.2013.18" target="_blank" >http://dx.doi.org/10.7862/rb.2013.18</a>

  • DOI - Digital Object Identifier

    <a href="http://dx.doi.org/10.7862/rb.2013.18" target="_blank" >10.7862/rb.2013.18</a>

Alternative languages

  • Result language

    angličtina

  • Original language name

    To Advanced Modellong of End Plate Joints

  • Original language description

    The behaviour of end plate can be described using various analytical models. The most common analytical approach is component method. However this method can be used only for the joints with specific geometry and specific loading. This method gives reliable results for common endplate joints. On the other hand numerical methods, especially finite element method, can be used for the design of the joints with any geometry and any loading. Many works have been published on the modelling of joints using finite element method. This research have been focused on creating the most accurate numerical models using solid elements. Such models are not applicable for practical design. The aim of author?s research is to create rules and recommendations for design of joints using simple elements like shell and beam elements only so that this model can be applied for practical design. Absence of guidelines for creation of numerical model using shell and beam elements and for assessment of the joint c

  • 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

    <a href="/en/project/TA03010680" target="_blank" >TA03010680: Advanced software for optimal design of complex structural steel joints</a><br>

  • Continuities

    S - Specificky vyzkum na vysokych skolach

Others

  • Publication year

    2013

  • Confidentiality

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

Data specific for result type

  • Name of the periodical

    Journal of Civil Engineering, Environment and Architecture

  • ISSN

    2300-5130

  • e-ISSN

  • Volume of the periodical

    30

  • Issue of the periodical within the volume

    60

  • Country of publishing house

    PL - POLAND

  • Number of pages

    10

  • Pages from-to

    77-86

  • UT code for WoS article

  • EID of the result in the Scopus database