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Pinned joints - their design and real behaviour

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F18%3APU128823" target="_blank" >RIV/00216305:26110/18:PU128823 - isvavai.cz</a>

  • Result on the web

    <a href="https://www.icevirtuallibrary.com/doi/10.1680/jencm.17.00003" target="_blank" >https://www.icevirtuallibrary.com/doi/10.1680/jencm.17.00003</a>

  • DOI - Digital Object Identifier

    <a href="http://dx.doi.org/10.1680/jencm.17.00003" target="_blank" >10.1680/jencm.17.00003</a>

Alternative languages

  • Result language

    angličtina

  • Original language name

    Pinned joints - their design and real behaviour

  • Original language description

    Pinned joints are a basic type of mechanical joints for steel elements. They have been used in metal load-bearing structures since the middle of the nineteenth century. Due to their specific properties - the ability of the connected elements to rotate freely and the elimination of any bending moment transfer between the elements - pinned joints are designed for both steel and timber load-bearing structures. The BS EN 1993-1-8 standard lists simple rules for use when designing pinned joints. The procedures are based on design rules (recommendations) set out by E. Winkler in the latter half of the nineteenth century. In many layout and loading situations, such joints provide results that differ quite significantly from those obtained from precise numerical calculations or experiments. This paper focuses on issues concerned with the design of pinned joints. It deals with the options for the application of the design rules contained in BS EN 1993-1-8 during the design of such joints, and compares the results of these options both with three-dimensional numerical finite-element method models and with executed experimental measurements - load tests performed on joints. The obtained results for examples of specific joint layout and loading type are analysed.

  • Czech name

  • Czech description

Classification

  • Type

    J<sub>imp</sub> - Article in a specialist periodical, which is included in the Web of Science database

  • CEP classification

  • OECD FORD branch

    20101 - Civil engineering

Result continuities

  • Project

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

  • Continuities

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

Others

  • Publication year

    2018

  • Confidentiality

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

Data specific for result type

  • Name of the periodical

    Proceedings of the Institution of Civil Engineers: Engineering and Computational Mechanics

  • ISSN

    1755-0777

  • e-ISSN

    1755-0785

  • Volume of the periodical

    170

  • Issue of the periodical within the volume

    4

  • Country of publishing house

    GB - UNITED KINGDOM

  • Number of pages

    13

  • Pages from-to

    154-166

  • UT code for WoS article

    000425896300004

  • EID of the result in the Scopus database

    2-s2.0-85042376340