The Possibilities of Numerical Modeling of Reinforced Masonry and its Comparison with Real Measurements on a Test Sample of Masonry
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F61989100%3A27120%2F16%3A86099221" target="_blank" >RIV/61989100:27120/16:86099221 - isvavai.cz</a>
Result on the web
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DOI - Digital Object Identifier
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Alternative languages
Result language
angličtina
Original language name
The Possibilities of Numerical Modeling of Reinforced Masonry and its Comparison with Real Measurements on a Test Sample of Masonry
Original language description
The paper deals with various ways of modeling pre-stressed masonry and examination of the influence input data on the modeling results. The process modeling of properties of masonry is carried out for many years. The expression of optimal solution of the modeling is very large and is dealt with in a number of works, therefore should be limited for some procedures. The aim is to create the simplest models with outputs that are most correspond with the actual measurement. The basic model is designed as micro-model. Process of modeling is divided into three phases. In the first stage it is used the material linearity of all input data considering on the initial strain in the pre-loaders element. Subsequently is performed consideration of the effective area in the anchorage zone. In the last phase enters into modeling material nonlinearity of selected materials. All phases are implemented in software ANSYS. At the end all phase are compared. Then the models are compared with real measurements on a test sample of masonry. All input values are obtained from laboratory tests of the experimental measurements including statistical evaluation of the input data. The comparison is serving as verification of the functionality of individual phases of models.
Czech name
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Czech description
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Classification
Type
J<sub>x</sub> - Unclassified - Peer-reviewed scientific article (Jimp, Jsc and Jost)
CEP classification
JN - Civil engineering
OECD FORD branch
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Result continuities
Project
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Continuities
V - Vyzkumna aktivita podporovana z jinych verejnych zdroju
Others
Publication year
2016
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Data specific for result type
Name of the periodical
International Journal of Mechanics
ISSN
1998-4448
e-ISSN
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Volume of the periodical
Neuveden
Issue of the periodical within the volume
10
Country of publishing house
US - UNITED STATES
Number of pages
7
Pages from-to
46-52
UT code for WoS article
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EID of the result in the Scopus database
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