Numerical Analysis of Compressed Masonry Columns
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F20%3A00342493" target="_blank" >RIV/68407700:21110/20:00342493 - isvavai.cz</a>
Result on the web
<a href="https://doi.org/10.3311/PPci.15317" target="_blank" >https://doi.org/10.3311/PPci.15317</a>
DOI - Digital Object Identifier
<a href="http://dx.doi.org/10.3311/PPci.15317" target="_blank" >10.3311/PPci.15317</a>
Alternative languages
Result language
angličtina
Original language name
Numerical Analysis of Compressed Masonry Columns
Original language description
This paper presents a three-demensional micro-model for an unreinforced masonry (URM) column and masonry columns reinforced by FRP wrapping (RM). The column with dimensions of 0.3 x 0.3 x 1 m was constituted by twelve rows of solid burnt bricks bonded by mortar joints. The RM column was wrapped in four external FRP sheets. A heterogeneous model, in which masonry units, mortar joints and reinforcement are materially and geometrically accurately described, was chosen. Both bricks and mortar are modelled with independent behavior in compression and tension. The FRP reinforcement is assumed to behave linear-elastically. The reinforcement was modelled under the assumption of perfect adhesion between the elastic FRP strips and the damageable masonry support. Numerical results are compared with experimental ones in order to confirm conclusions about the behavior of URM and RM columns under concentric compressive load determined based on the experimental part of the research program. The comparison between experimental and numerical findings shows good agreement and the adopted numerical model is suitable to predict the ultimate load and allows a better understanding of the behavior of brick masonry columns under concentric compression before and after reaching the ultimate load. For all simulations, the commercial software package ABAQUS was used.
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
2020
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Data specific for result type
Name of the periodical
Periodica Polytechnica Civil Engineering
ISSN
0553-6626
e-ISSN
—
Volume of the periodical
64
Issue of the periodical within the volume
3
Country of publishing house
HU - HUNGARY
Number of pages
9
Pages from-to
722-730
UT code for WoS article
000565919900010
EID of the result in the Scopus database
2-s2.0-85090094605