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Design of gusset plate connection with single-sided splice member by component based finite element method

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F19%3A00348954" target="_blank" >RIV/68407700:21110/19:00348954 - isvavai.cz</a>

  • Result on the web

  • DOI - Digital Object Identifier

Alternative languages

  • Result language

    angličtina

  • Original language name

    Design of gusset plate connection with single-sided splice member by component based finite element method

  • Original language description

    This paper describes the design of the single-sided gusset plate connection of a truss steel member by a component based finite element method. The elements are analyzed by geometrically and materially non-linear analysis. The proper behavior of components, e.g. of bolts, anchor bolts, welds, is treated by introducing components representing its behavior in term of initial stiffness, ultimate resistance and deformation capacity. Research oriented finite element model is validated on experiments. The models are analyzed by geometrically and materially non-linear analysis with imperfections. The research oriented model is compared with simplified design one, which includes only the joint and equivalent horizontal disruptive force. Contribution shows the current trends in advanced modelling of connection components and differences of the research oriented and design oriented finite element models. The upcoming models with coupling of member and its joints are shown on this single-sided gusset plate connection.

  • 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/TH02020301" target="_blank" >TH02020301: Advanced design of strengthening of steel structures under loading</a><br>

  • Continuities

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

Others

  • Publication year

    2019

  • Confidentiality

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

Data specific for result type

  • Article name in the collection

    International Colloquium on Stability and Ductility of Steel Structures

  • ISBN

    978-0-367-33503-8

  • ISSN

  • e-ISSN

  • Number of pages

    8

  • Pages from-to

    1243-1250

  • Publisher name

    ČVUT, Fakulta stavební, Katedra ocelových a dřevěných konstrukcí

  • Place of publication

    Praha

  • Event location

    Praha

  • Event date

    Sep 11, 2019

  • Type of event by nationality

    WRD - Celosvětová akce

  • UT code for WoS article

    000542030200144