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Numerical Modelling of Foundation Slabs with use of Schur Complement Method

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F61989100%3A27120%2F17%3A10236388" target="_blank" >RIV/61989100:27120/17:10236388 - isvavai.cz</a>

  • Result on the web

    <a href="http://iopscience.iop.org/article/10.1088/1757-899X/245/2/022079/pdf" target="_blank" >http://iopscience.iop.org/article/10.1088/1757-899X/245/2/022079/pdf</a>

  • DOI - Digital Object Identifier

    <a href="http://dx.doi.org/10.1088/1757-899X/245/2/022079" target="_blank" >10.1088/1757-899X/245/2/022079</a>

Alternative languages

  • Result language

    angličtina

  • Original language name

    Numerical Modelling of Foundation Slabs with use of Schur Complement Method

  • Original language description

    The paper discusses numerical modelling of foundation slabs with use of advanced numerical approaches, which are suitable for parallel processing. The solution is based on the Finite Element Method with the slab-type elements. The subsoil is modelled with use of Winklertype contact model (as an alternative a multi-parameter model can be used). The proposed modelling approach uses the Schur Complement method to speed-up the computations of the problem. The method is based on a special division of the analyzed model to several substructures. It adds some complexity to the numerical procedures, especially when subsoil models are used inside the finite element method solution. In other hand, this method makes possible a fast solution of large models but it introduces further problems to the process. Thus, the main aim of this paper is to verify that such method can be successfully used for this type of problem. The most suitable finite elements will be discussed, there will be also discussion related to finite element mesh and limitations of its construction for such problem. The core approaches of the implementation of the Schur Complement Method for this type of the problem will be also presented. The proposed approach was implemented in the form of a computer program, which will be also briefly introduced. There will be also presented results of example computations, which prove the speed-up of the solution - there will be shown important speed-up of solution even in the case of on-parallel processing and the ability of bypass size limitations of numerical models with use of the discussed approach. © Published under licence by IOP Publishing Ltd.

  • Czech name

  • Czech description

Classification

  • Type

    D - Article in proceedings

  • CEP classification

  • OECD FORD branch

    20101 - Civil engineering

Result continuities

  • Project

  • Continuities

    S - Specificky vyzkum na vysokych skolach

Others

  • Publication year

    2017

  • Confidentiality

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

Data specific for result type

  • Article name in the collection

    IOP Conference Series: Materials Science and Engineering. Volume 245

  • ISBN

  • ISSN

    1757-8981

  • e-ISSN

    1757-899X

  • Number of pages

    7

  • Pages from-to

  • Publisher name

    American Institute of Physics

  • Place of publication

    Melville

  • Event location

    Praha

  • Event date

    Jun 12, 2017

  • Type of event by nationality

    WRD - Celosvětová akce

  • UT code for WoS article