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Reliability Analysis of Stainless Steel CHS Columns Exposed to Flexural Buckling

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F24%3APU146729" target="_blank" >RIV/00216305:26110/24:PU146729 - isvavai.cz</a>

  • Result on the web

    <a href="https://pubs.aip.org/aip/acp/article-abstract/3094/1/170002/3297020/Reliability-analysis-of-stainless-steel-CHS?redirectedFrom=fulltext" target="_blank" >https://pubs.aip.org/aip/acp/article-abstract/3094/1/170002/3297020/Reliability-analysis-of-stainless-steel-CHS?redirectedFrom=fulltext</a>

  • DOI - Digital Object Identifier

    <a href="http://dx.doi.org/10.1063/5.0210132" target="_blank" >10.1063/5.0210132</a>

Alternative languages

  • Result language

    angličtina

  • Original language name

    Reliability Analysis of Stainless Steel CHS Columns Exposed to Flexural Buckling

  • Original language description

    In accordance with several studies, structural resistance of stainless steel members determined by utilizing flexural buckling curves for estimation of ultimate limit state, as proposed by current European standard, does not fulfill the required safety level of failure probability for some material grades and cross-sectional geometries. Several design provisions have been already recommended. The goal of this study is to verify and optimize certain provision suitable for analysis of circular hollow cross-section (CHS) members of various geometries and several stainless steel material grades. Numerical finite element simulations along with the first order reliability method (FORM) have been conducted utilizing the statistical values of input parameters (material, geometrical and initial imperfections) based on recent statistical research published in literature. The proposed design provisions of buckling curves are discussed.

  • 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/GA20-00761S" target="_blank" >GA20-00761S: Influence of material properties of stainless steels on reliability of bridge structures</a><br>

  • Continuities

    S - Specificky vyzkum na vysokych skolach

Others

  • Publication year

    2024

  • Confidentiality

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

Data specific for result type

  • Article name in the collection

    AIP Conference Proceedings

  • ISBN

  • ISSN

    1551-7616

  • e-ISSN

  • Number of pages

    4

  • Pages from-to

    „170002-1“-„170002-4“

  • Publisher name

    AIP Conference Proceedings

  • Place of publication

    online

  • Event location

    Crete, Heraklion, hotel Galaxy

  • Event date

    Sep 11, 2022

  • Type of event by nationality

    WRD - Celosvětová akce

  • UT code for WoS article

    001244923000004