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Recommendation for the modelling of 3D non-linear analysis of RC beam tests

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F61989100%3A27120%2F18%3A10239092" target="_blank" >RIV/61989100:27120/18:10239092 - isvavai.cz</a>

  • Result on the web

    <a href="http://www.techno-press.org/content/?page=article&journal=cac&volume=21&num=1&ordernum=2" target="_blank" >http://www.techno-press.org/content/?page=article&journal=cac&volume=21&num=1&ordernum=2</a>

  • DOI - Digital Object Identifier

    <a href="http://dx.doi.org/10.12989/cac.2018.21.1.011" target="_blank" >10.12989/cac.2018.21.1.011</a>

Alternative languages

  • Result language

    angličtina

  • Original language name

    Recommendation for the modelling of 3D non-linear analysis of RC beam tests

  • Original language description

    The possibilities of non-linear analysis of reinforced-concrete structures are under development. In particular, current research areas include structural analysis with the application of advanced computational and material models. The submitted article aims to evaluate the possibilities of the determination of material properties, involving the tensile strength of concrete, fracture energy and the modulus of elasticity. To evaluate the recommendations for concrete, volume computational models are employed on a comprehensive series of tests. The article particularly deals with the issue of the specific properties of fracture-plastic material models. This information is often unavailable. The determination of material properties is based on the recommendations of Model Code 1990, Model Code 2010 and specialized literature. For numerical modelling, the experiments with the so called &quot;classic&quot; concrete beams executed by Bresler and Scordelis were selected. It is also based on the series of experiments executed by Vecchio. The experiments involve a large number of reinforcement, cross-section and span variants, which subsequently enabled a wider verification and discussion of the usability of the non-linear analysis and constitutive concrete model selected.

  • 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

    20102 - Construction engineering, Municipal and structural engineering

Result continuities

  • Project

  • Continuities

    V - Vyzkumna aktivita podporovana z jinych verejnych zdroju

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

    Computers and Concrete

  • ISSN

    1598-8198

  • e-ISSN

  • Volume of the periodical

    21

  • Issue of the periodical within the volume

    1

  • Country of publishing house

    KR - KOREA, REPUBLIC OF

  • Number of pages

    10

  • Pages from-to

    11-20

  • UT code for WoS article

    000429256700002

  • EID of the result in the Scopus database

    2-s2.0-85047931578