Distribution of stresses in masonry pillar with fully filled and unfilled perpend joints
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F16%3A00243334" target="_blank" >RIV/68407700:21110/16:00243334 - isvavai.cz</a>
Result on the web
<a href="http://dx.doi.org/10.4028/www.scientific.net/SSP.249.160" target="_blank" >http://dx.doi.org/10.4028/www.scientific.net/SSP.249.160</a>
DOI - Digital Object Identifier
<a href="http://dx.doi.org/10.4028/www.scientific.net/SSP.249.160" target="_blank" >10.4028/www.scientific.net/SSP.249.160</a>
Alternative languages
Result language
angličtina
Original language name
Distribution of stresses in masonry pillar with fully filled and unfilled perpend joints
Original language description
The paper summarizes the results of numerical analysis conducted with the aim to compare the distribution of stresses in masonry pillars constructed using different bricklaying techniques. The analysis was carried out in reaction to the discussion of members of Czech standardization committee TNK 37 – Masonry structures. Currently, most of masonry load-bearing structures in the Czech Republic are made from clay blocks without mortar in perpend joints. The analysis seeks the answer to the question whether it is possible, in case of the eccentrically loaded masonry pillars with unfilled perpend joints, to consider the value of design compressive strength calculated using the same approach as for pillars with filled perpend joints for the check of vertical load resistance. Supplementary comparison of the behavior of the pillars with filled and unfilled perpend joints loaded by lateral load in the plane of the pillar (corresponding to the short shear walls) was also conducted. 2D FEM model created in ATENA Science software was exploited for the analysis. The results confirmed that the approaches contained in ČSN EN 1996-1-1 [1] are basically applicable.
Czech name
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Czech description
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Classification
Type
D - Article in proceedings
CEP classification
JN - Civil engineering
OECD FORD branch
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Result continuities
Project
<a href="/en/project/TE01020168" target="_blank" >TE01020168: Centre for Effective and Sustainable Transport Infrastructure (CESTI)</a><br>
Continuities
P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)
Others
Publication year
2016
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Data specific for result type
Article name in the collection
Proceedings from 22nd Czech Concrete Day 2015 (print)
ISBN
978-3-03835-675-2
ISSN
1012-0394
e-ISSN
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Number of pages
6
Pages from-to
160-165
Publisher name
Trans Tech Publications Ltd.
Place of publication
Pfaffikon
Event location
Litomyšl
Event date
Nov 25, 2015
Type of event by nationality
WRD - Celosvětová akce
UT code for WoS article
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