Church enclosure walls bearing capacity estimations and its validation on 3D models
Identifikátory výsledku
Kód výsledku v 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>
Výsledek na webu
<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>
Alternativní jazyky
Jazyk výsledku
angličtina
Název v původním jazyce
Church enclosure walls bearing capacity estimations and its validation on 3D models
Popis výsledku v původním jazyce
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.
Název v anglickém jazyce
Church enclosure walls bearing capacity estimations and its validation on 3D models
Popis výsledku anglicky
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.
Klasifikace
Druh
D - Stať ve sborníku
CEP obor
—
OECD FORD obor
20501 - Materials engineering
Návaznosti výsledku
Projekt
<a href="/cs/project/DG16P02R049" target="_blank" >DG16P02R049: Zhodnocení stabilitního a stavebně technického stavu Broumovské skupiny kostelů a návrh opatření k zachování tohoto jedinečného evropského kulturního dědictví</a><br>
Návaznosti
P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)
Ostatní
Rok uplatnění
2020
Kód důvěrnosti údajů
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Údaje specifické pro druh výsledku
Název statě ve sborníku
4th International Scientific Conference Structural and Physical Aspects of Construction Engineering (SPACE 2019)
ISBN
—
ISSN
2261-236X
e-ISSN
2261-236X
Počet stran výsledku
650
Strana od-do
1-650
Název nakladatele
EDP Sciences - Web of Conferences
Místo vydání
Les Ulis Cedex A
Místo konání akce
Štrbské Pleso, Slovakia
Datum konání akce
13. 11. 2019
Typ akce podle státní příslušnosti
WRD - Celosvětová akce
Kód UT WoS článku
—