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Probabilistic Optimization of Design for Cracking

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21610%2F10%3A00168493" target="_blank" >RIV/68407700:21610/10:00168493 - isvavai.cz</a>

  • Result on the web

  • DOI - Digital Object Identifier

Alternative languages

  • Result language

    angličtina

  • Original language name

    Probabilistic Optimization of Design for Cracking

  • Original language description

    Serviceability limit states, particularly cracking, are of uttermost importance for the overall performance of many reinforced concrete structures. As a rule, both the crack width due to loading and the admissible limiting crack widths are random variables of a considerable scatter and significant vagueness. Probabilistic methods are therefore applied to analyze reliability of reinforced concrete structures with respect to cracking and to verify current design procedures. In addition, methods of probabilistic optimization are applied to assess the optimum reinforcement area and adequate reliability level. General probabilistic concepts are supplemented by a detailed analysis of a reinforced concrete slab. It appears that the reinforcement area required by the ultimate limit states (basic reinforcement area) may not be sufficient as it may lead to an unacceptably high probability of serviceability failure.

  • 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/GA103%2F09%2F0693" target="_blank" >GA103/09/0693: Assessment of Safety and Risks of Technical Systems</a><br>

  • Continuities

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

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

    The Third International fib Congress incorporating the PCI Annual Convention and Bridge Conference

  • ISBN

    978-0-937040-90-4

  • ISSN

  • e-ISSN

  • Number of pages

    7

  • Pages from-to

  • Publisher name

    Precast/Prestressed Concrete Institute

  • Place of publication

    Chicago, IL

  • Event location

    Washington, D.C.

  • Event date

    May 29, 2010

  • Type of event by nationality

    WRD - Celosvětová akce

  • UT code for WoS article