Testing of pre-stressed masonry corner for tri-axial stress-strain analysis

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F61989100%3A27120%2F12%3A86083443" target="_blank" >RIV/61989100:27120/12:86083443 - isvavai.cz</a>

Nalezeny alternativní kódy

RIV/62304178:_____/12:#0000043

Výsledek na webu

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DOI - Digital Object Identifier

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Jazyk výsledku

angličtina

Název v původním jazyce

Testing of pre-stressed masonry corner for tri-axial stress-strain analysis

Popis výsledku v původním jazyce

During the revitalization of masonry structures the post tensioning of masonry structure is used frequently for improving the structural mechanical properties. Masonry is heterogeneous material with varied material properties, in older buildings affectedwith different type of damage and that is why in engineering practice the intensity of pre-stressing is often designed according to engineering judgment of the designer. At VSB ? Technical University of Ostrava unique equipment was 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. In the paper experiment results of pilot measurementare presented. Possible ways of mathematical modeling are indicated.

Název v anglickém jazyce

Testing of pre-stressed masonry corner for tri-axial stress-strain analysis

Popis výsledku anglicky

During the revitalization of masonry structures the post tensioning of masonry structure is used frequently for improving the structural mechanical properties. Masonry is heterogeneous material with varied material properties, in older buildings affectedwith different type of damage and that is why in engineering practice the intensity of pre-stressing is often designed according to engineering judgment of the designer. At VSB ? Technical University of Ostrava unique equipment was 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. In the paper experiment results of pilot measurementare presented. Possible ways of mathematical modeling are indicated.

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

Life-cycle and sustainability of civil infrastructure systems : proceedings of the Third International Symposium on Life-Cycle Civil Engineering : Hofburg Palace, Vienna, Austria, 3-6 October 2012

ISBN

978-0-415-62126-7

ISSN

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e-ISSN

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Počet stran výsledku

4

Strana od-do

1-4

Název nakladatele

CRC Press

Místo vydání

London

Místo konání akce

Vídeň

Datum konání akce

3. 10. 2012

Typ akce podle státní příslušnosti

WRD - Celosvětová akce

Kód UT WoS článku

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