Numerical model of pillars made from masonry with and without mortar in perpend joints

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F16%3A00243047" target="_blank" >RIV/68407700:21110/16:00243047 - isvavai.cz</a>

Výsledek na webu

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DOI - Digital Object Identifier

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Jazyk výsledku

angličtina

Název v původním jazyce

Numerical model of pillars made from masonry with and without mortar in perpend joints

Popis výsledku v původním jazyce

The calculation method for determination of load-bearing capacity of eccentrically compressed masonry walls and pillars included in ČSN EN 1996-1-1 [1] was originally developed for masonry with perpend joints fully filled by mortar. Currently, most of masonry load-bearing structures in the Czech Republic are made from clay blocks without mortar in the perpend joints. The paper summarizes the results of numerical analysis conducted with the aim to roughly compare the behavior of masonry pillars with filled and unfilled perpend joints under both vertical and horizontal loading. Planar FEM model created in ATENA Science software was used for the analysis. The results confirmed that the approaches contained in ČSN EN 1996-1-1 [1] are basically applicable for pillars with unfilled perpend joints as well.

Název v anglickém jazyce

Numerical model of pillars made from masonry with and without mortar in perpend joints

Popis výsledku anglicky

The calculation method for determination of load-bearing capacity of eccentrically compressed masonry walls and pillars included in ČSN EN 1996-1-1 [1] was originally developed for masonry with perpend joints fully filled by mortar. Currently, most of masonry load-bearing structures in the Czech Republic are made from clay blocks without mortar in the perpend joints. The paper summarizes the results of numerical analysis conducted with the aim to roughly compare the behavior of masonry pillars with filled and unfilled perpend joints under both vertical and horizontal loading. Planar FEM model created in ATENA Science software was used for the analysis. The results confirmed that the approaches contained in ČSN EN 1996-1-1 [1] are basically applicable for pillars with unfilled perpend joints as well.

Druh

O - Ostatní výsledky

CEP obor

JN - Stavebnictví

OECD FORD obor

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Projekt

<a href="/cs/project/TE01020168" target="_blank" >TE01020168: Centrum pro efektivní a udržitelnou dopravní infrastrukturu (CESTI)</a><br>

Návaznosti

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

Rok uplatnění

2016

Kód důvěrnosti údajů

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