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On the parallel solution of hydro-mechanical problems with fracture networks and contact conditions

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68145535%3A_____%2F24%3A00587685" target="_blank" >RIV/68145535:_____/24:00587685 - isvavai.cz</a>

  • Alternative codes found

    RIV/46747885:24220/24:00012291 RIV/61989100:27240/24:10256049

  • Result on the web

    <a href="https://doi.org/10.1016/j.compstruc.2024.107339" target="_blank" >https://doi.org/10.1016/j.compstruc.2024.107339</a>

  • DOI - Digital Object Identifier

    <a href="http://dx.doi.org/10.1016/j.compstruc.2024.107339" target="_blank" >10.1016/j.compstruc.2024.107339</a>

Alternative languages

  • Result language

    angličtina

  • Original language name

    On the parallel solution of hydro-mechanical problems with fracture networks and contact conditions

  • Original language description

    The paper presents a numerical method for simulating flow and mechanics in fractured rock. The governing equations that couple the effects in the rock mass and in the fractures are obtained using the discrete fracturematrix approach. The fracture flow is driven by the cubic law, and the contact conditions prevent fractures from selfpenetration. A stable finite element discretization is proposed for the displacementpressureflux formulation. The resulting nonlinear algebraic system of equations and inequalities is decoupled using a robust iterative splitting into the linearized flow subproblem, and the quadratic programming problem for the mechanical part. The nonpenetration conditions are solved by means of dualization and an optimal quadratic programming algorithm. The capability of the numerical scheme is demonstrated on a benchmark problem for tunnel excavation with hundreds of fractures in 3D. The paper's novelty consists in a combination of three crucial ingredients: (i) application of discrete fracturematrix approach to poroelasticity, (ii) robust iterative splitting of resulting nonlinear algebraic system working for realworld 3D problems, and (iii) efficient solution of its mechanical quadratic programming part with a large number of fractures in mutual contact by means of own solvers implemented into an in-house software library.

  • 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

    20101 - Civil engineering

Result continuities

  • Project

  • Continuities

    I - Institucionalni podpora na dlouhodoby koncepcni rozvoj vyzkumne organizace

Others

  • Publication year

    2024

  • 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 Structures

  • ISSN

    0045-7949

  • e-ISSN

    1879-2243

  • Volume of the periodical

    298

  • Issue of the periodical within the volume

    July 2024

  • Country of publishing house

    GB - UNITED KINGDOM

  • Number of pages

    14

  • Pages from-to

    107339

  • UT code for WoS article

    001217402600001

  • EID of the result in the Scopus database

    2-s2.0-85188518003