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TOWARDS ESTABLISHING A DESIGN RESISTANCE FOR HOLLOW SECTION JOINTS

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F19%3A00339195" target="_blank" >RIV/68407700:21110/19:00339195 - isvavai.cz</a>

  • Result on the web

  • DOI - Digital Object Identifier

Alternative languages

  • Result language

    angličtina

  • Original language name

    TOWARDS ESTABLISHING A DESIGN RESISTANCE FOR HOLLOW SECTION JOINTS

  • Original language description

    Singapore seminar ISTS17 A number of design guides and standards, with considerable international consensus, now exist for the design of welded hollow section joints in onshore and offshore construction. These, however, typically cover relatively standardized joint types, geometries and loading cases. In the event of unusual joints, it is now common for finite element (FE) modeling to be performed, but specific guidance needs to be provided on acceptable FE modeling procedures and the interpretation of the output, in order for a suitable joint design resistance to be determined. Towards this objective, this paper describes appropriate FE modeling and ultimate limit states that can be used; in particular, a 5 % ultimate strain limit state. Application of these ultimate limit states is demonstrated using validated FE models for RHS-to-RHS (rectangular hollow section) X-joints and branch plate-to-CHS (circular hollow section) joints, with branches loaded in axial tension and compression.

  • 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

    Proceedings of the 17th International Symposium on Tubular Structures (ISTS17)

  • ISBN

    978-981-11-0745-0

  • ISSN

  • e-ISSN

  • Number of pages

    8

  • Pages from-to

    643-650

  • Publisher name

    National University of Singapore

  • Place of publication

    Singapore

  • Event location

    Singapore

  • Event date

    Dec 9, 2019

  • Type of event by nationality

    WRD - Celosvětová akce

  • UT code for WoS article