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Scalable TFETI based algorithm with adaptive augmentation for contact problems with variationally consistent discretization of contact conditions

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F61989100%3A27240%2F19%3A10242644" target="_blank" >RIV/61989100:27240/19:10242644 - isvavai.cz</a>

  • Alternative codes found

    RIV/61989100:27740/19:10242644

  • Result on the web

    <a href="https://www.sciencedirect.com/science/article/pii/S0168874X18306978?via%3Dihub" target="_blank" >https://www.sciencedirect.com/science/article/pii/S0168874X18306978?via%3Dihub</a>

  • DOI - Digital Object Identifier

    <a href="http://dx.doi.org/10.1016/j.finel.2019.01.002" target="_blank" >10.1016/j.finel.2019.01.002</a>

Alternative languages

  • Result language

    angličtina

  • Original language name

    Scalable TFETI based algorithm with adaptive augmentation for contact problems with variationally consistent discretization of contact conditions

  • Original language description

    A variationally consistent approximation of contact conditions by means of biorthogonal mortars was introduced by Wohlmuth as a powerful theoretically supported tool for the discretization of contact problems. This approach is especially useful when a potential contact interface is large and curved or when nonmatching grids are applied, but its effective implementation into FETI based algorithms is not straightforward due to the ill conditioning of related inequality constraints. In this paper we review the mortar discretization and theoretical results on scalability of the FETI based algorithm and show that the recently proposed adaptive augmentation can overcome the difficulties caused by the ill-conditioning of constraints. We demonstrate the (weak) numerical scalability by numerical experiments and present the results for a difficult real world problem discretized by mortars that show the power of the new algorithm - the number of iterations required to the solution of this problem discretized by mortars is just one third of that required by the original algorithm for the same problem discretized by node-to-node constraints. (C) 2019 Elsevier B.V.

  • 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

    10102 - Applied mathematics

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

    2019

  • Confidentiality

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

Data specific for result type

  • Name of the periodical

    Finite Elements in Analysis and Design

  • ISSN

    0168-874X

  • e-ISSN

  • Volume of the periodical

    156

  • Issue of the periodical within the volume

    APR 2019

  • Country of publishing house

    NL - THE KINGDOM OF THE NETHERLANDS

  • Number of pages

    10

  • Pages from-to

    34-43

  • UT code for WoS article

    000457631000004

  • EID of the result in the Scopus database

    2-s2.0-85060522450