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Design of shear connection in composite trusses

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F10%3A00173931" target="_blank" >RIV/68407700:21110/10:00173931 - isvavai.cz</a>

  • Result on the web

  • DOI - Digital Object Identifier

Alternative languages

  • Result language

    angličtina

  • Original language name

    Design of shear connection in composite trusses

  • Original language description

    Based on experimental results a non-linear 3D numerical FE model is calibrated using ANSYS software package. Plenty of variants of shear connection in composite trusses are studied, having various load-slip relationships. Comparison of the numerical results with proposals given in Eurocode 4 and influence of shear connection densification above truss nodes are discussed in a detail. Finally some comments on Eurocode 4 provisions and recommendations for practical design are presented.

  • Czech name

  • Czech description

Classification

  • Type

    D - Article in proceedings

  • CEP classification

    JM - Structural engineering

  • OECD FORD branch

Result continuities

  • Project

  • Continuities

    Z - Vyzkumny zamer (s odkazem do CEZ)

Others

  • Publication year

    2010

  • Confidentiality

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

Data specific for result type

  • Article name in the collection

    Codes in Structural Engineering

  • ISBN

    978-953-7621-05-6

  • ISSN

  • e-ISSN

  • Number of pages

    8

  • Pages from-to

  • Publisher name

    SECON - CSSE

  • Place of publication

    Staro Čiče

  • Event location

    Cavtat

  • Event date

    May 3, 2010

  • Type of event by nationality

    WRD - Celosvětová akce

  • UT code for WoS article