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On Problems of Characteristic and Nominal Values of Steel Yield Strength and Their Influence on Design Resistance of Steel Structural Members

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F14%3APU114028" target="_blank" >RIV/00216305:26110/14:PU114028 - isvavai.cz</a>

  • Result on the web

    <a href="http://dx.doi.org/10.1557/opl.2014.759" target="_blank" >http://dx.doi.org/10.1557/opl.2014.759</a>

  • DOI - Digital Object Identifier

    <a href="http://dx.doi.org/10.1557/opl.2014.759" target="_blank" >10.1557/opl.2014.759</a>

Alternative languages

  • Result language

    angličtina

  • Original language name

    On Problems of Characteristic and Nominal Values of Steel Yield Strength and Their Influence on Design Resistance of Steel Structural Members

  • Original language description

    The paper deals with the problems of mechanical properties of structural steels used for load-carrying structures of civil engineering constructions. The attention is mainly paid to the values of yield strength from the viewpoint of the design concept of European Standards, i.e. Eurocode 3 for the design of steel structures, with respect to the structural reliability given by the failure probability. In the case of other materials, concrete or timber for example, characteristic and design values of strength given by the corresponding failure probability are used in the design procedures, where the partial safety factor of material is more than 1.0. However, in the case of steel, the nominal values instead of characteristic values of steel yield strength are utilized in the structural design procedure, with the partial safety factor for material is equal to 1.0. These values have been derived based on the statistical and probabilistic evaluation of the data sets of actual material properties obtained from various recent steel producers. The paper presents the brief information on the results of the study oriented to the influence of the nominal or characteristic value of yield strength on the design resistance, which is shown on the examples of the member subjected to tension and bending moment, respectively. The influence mentioned is shown using the examples of structural steels used in constructions of the age of about 40 and 100 years.

  • Czech name

  • Czech description

Classification

  • Type

    J<sub>SC</sub> - Article in a specialist periodical, which is included in the SCOPUS database

  • CEP classification

  • OECD FORD branch

    20102 - Construction engineering, Municipal and structural 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

    2014

  • Confidentiality

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

Data specific for result type

  • Name of the periodical

    Materials Research Society symposia proceedings

  • ISSN

    0272-9172

  • e-ISSN

  • Volume of the periodical

    2014

  • Issue of the periodical within the volume

    1611

  • Country of publishing house

    US - UNITED STATES

  • Number of pages

    6

  • Pages from-to

    61-67

  • UT code for WoS article

  • EID of the result in the Scopus database

    2-s2.0-84911491052