The Possibilities of Modeling of Reinforced Masonry and its Comparison with Experiments
Identifikátory výsledku
Kód výsledku v IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F61989100%3A27120%2F15%3A86095305" target="_blank" >RIV/61989100:27120/15:86095305 - isvavai.cz</a>
Výsledek na webu
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DOI - Digital Object Identifier
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Alternativní jazyky
Jazyk výsledku
angličtina
Název v původním jazyce
The Possibilities of Modeling of Reinforced Masonry and its Comparison with Experiments
Popis výsledku v původním jazyce
The paper deals with various ways of modeling pre-stressed masonry and examination of the influence input data on the modeling results. The aim is to create the simplest models with outputs that are most correspond with the actual measurement. The basicmodel 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. The comparison is serving as verification of the functionality of individual phases of models.
Název v anglickém jazyce
The Possibilities of Modeling of Reinforced Masonry and its Comparison with Experiments
Popis výsledku anglicky
The paper deals with various ways of modeling pre-stressed masonry and examination of the influence input data on the modeling results. The aim is to create the simplest models with outputs that are most correspond with the actual measurement. The basicmodel 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. The comparison is serving as verification of the functionality of individual phases of models.
Klasifikace
Druh
D - Stať ve sborníku
CEP obor
JN - Stavebnictví
OECD FORD obor
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Návaznosti výsledku
Projekt
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Návaznosti
V - Vyzkumna aktivita podporovana z jinych verejnych zdroju
Ostatní
Rok uplatnění
2015
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
Recent advances in earth sciences, environment and development : Konya, Turkey, May 20-22, 2015
ISBN
978-1-61804-309-2
ISSN
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e-ISSN
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Počet stran výsledku
6
Strana od-do
15-20
Název nakladatele
WSEAS Press
Místo vydání
[Turecko]
Místo konání akce
Konya
Datum konání akce
20. 5. 2015
Typ akce podle státní příslušnosti
WRD - Celosvětová akce
Kód UT WoS článku
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