Analysis of tri-axial stress-strain conditions of pre-stressed masonry corner

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F61989100%3A27120%2F12%3A86083476" target="_blank" >RIV/61989100:27120/12:86083476 - isvavai.cz</a>

Nalezeny alternativní kódy

RIV/62304178:_____/12:#0000023

Výsledek na webu

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DOI - Digital Object Identifier

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Jazyk výsledku

angličtina

Název v původním jazyce

Analysis of tri-axial stress-strain conditions of pre-stressed masonry corner

Popis výsledku v původním jazyce

During the revitalization of masonry structures the post-tensioning of masonry is used frequently for improving the structural mechanical properties. Masonry is heterogeneous material with varied material properties, in older buildings affected with different type of damage and that is why in engineering practice the intensity of pre-stressing is often designed according to engineering judgement of the designer. Mathematical modelling of post-tensioned masonry structures is very valuable. Authors are interested particularly in so-called micromodels and macromodels of masonry structures. Structural parts are analyzed using ANsys computer program. Mathematical model has been verified with testing. At VSB ? Technical University of Ostrava unique equipmentwas designed for experimental testing of tri-axial state of stress and strain of pre-stressed masonry corner. Plan dimensions of the tested corner are 900 x 900 mm, the thickness of the wall is 450 mm and the height is 900 mm. Experiment

Název v anglickém jazyce

Analysis of tri-axial stress-strain conditions of pre-stressed masonry corner

Popis výsledku anglicky

During the revitalization of masonry structures the post-tensioning of masonry is used frequently for improving the structural mechanical properties. Masonry is heterogeneous material with varied material properties, in older buildings affected with different type of damage and that is why in engineering practice the intensity of pre-stressing is often designed according to engineering judgement of the designer. Mathematical modelling of post-tensioned masonry structures is very valuable. Authors are interested particularly in so-called micromodels and macromodels of masonry structures. Structural parts are analyzed using ANsys computer program. Mathematical model has been verified with testing. At VSB ? Technical University of Ostrava unique equipmentwas designed for experimental testing of tri-axial state of stress and strain of pre-stressed masonry corner. Plan dimensions of the tested corner are 900 x 900 mm, the thickness of the wall is 450 mm and the height is 900 mm. Experiment

Druh

D - Stať ve sborníku

CEP obor

JN - Stavebnictví

OECD FORD obor

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Projekt

<a href="/cs/project/FR-TI2%2F746" target="_blank" >FR-TI2/746: *Reologická kluzná spára s teplotně řízenými viskoelastickými vlastnostmi</a><br>

Návaznosti

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

Rok uplatnění

2012

Kód důvěrnosti údajů

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

Název statě ve sborníku

Proceedings of the 5th International Conference on Reliable Engineering Computing - Practical Applications and Practical Challenges

ISBN

978-80-214-4507-9

ISSN

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e-ISSN

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Počet stran výsledku

8

Strana od-do

95-102

Název nakladatele

Vysoké učení technické v Brně, Fakulta stavební

Místo vydání

Brno

Místo konání akce

Brno

Datum konání akce

13. 6. 2012

Typ akce podle státní příslušnosti

EUR - Evropská akce

Kód UT WoS článku

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