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Church enclosure walls bearing capacity estimations and its validation on 3D models

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F20%3A00343544" target="_blank" >RIV/68407700:21110/20:00343544 - isvavai.cz</a>

  • Result on the web

    <a href="https://doi.org/10.1051/matecconf/202031000023" target="_blank" >https://doi.org/10.1051/matecconf/202031000023</a>

  • DOI - Digital Object Identifier

    <a href="http://dx.doi.org/10.1051/matecconf/202031000023" target="_blank" >10.1051/matecconf/202031000023</a>

Alternative languages

  • Result language

    angličtina

  • Original language name

    Church enclosure walls bearing capacity estimations and its validation on 3D models

  • Original language description

    The paper deals with the nonlinear computational modeling of the baroque enclosure masonry walls. The main tasks are input parameters for efficient advanced numerical tools and techniques, which are based on nonlinear and quasi brittle constitutive FEM modeling. For the work was used the knowledge and results from the Broumov Group Churches survey acquired in the frame of international SAHC university cooperation. The goal of the contribution are real bearing capacity parameters of the composite enclosure walls, which leads from standard homogenization techniques. With regards to the material micro modeling of different wall configuration in longitudinal and transversal direction was done with ATENA 2D software to evaluate the safe bearing capacity of the walls. The set of models aim to assess the bearing capacity of the enclosure wall, which is the main structural element in the church. In detail, we will present results from the numerical investigation, and partial in situ testing, from Vižňov, Ruprechtice and Otovice. Finally, we will present calculation of cracks propagation on full 3D church models. Concerning historical structures, it is one way how to validate the quality of estimations and validate numerical models.

  • Czech name

  • Czech description

Classification

  • Type

    D - Article in proceedings

  • CEP classification

  • OECD FORD branch

    20501 - Materials engineering

Result continuities

  • Project

    <a href="/en/project/DG16P02R049" target="_blank" >DG16P02R049: Evaluation of stability and technical conditions of the Broumov group of churches and proposal of remediation of this unique Europe culture heritage .</a><br>

  • Continuities

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

Others

  • Publication year

    2020

  • Confidentiality

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

Data specific for result type

  • Article name in the collection

    4th International Scientific Conference Structural and Physical Aspects of Construction Engineering (SPACE 2019)

  • ISBN

  • ISSN

    2261-236X

  • e-ISSN

    2261-236X

  • Number of pages

    650

  • Pages from-to

    1-650

  • Publisher name

    EDP Sciences - Web of Conferences

  • Place of publication

    Les Ulis Cedex A

  • Event location

    Štrbské Pleso, Slovakia

  • Event date

    Nov 13, 2019

  • Type of event by nationality

    WRD - Celosvětová akce

  • UT code for WoS article