Problems of masonry strengthening with carbon- and glass fibre fabric
Identifikátory výsledku
Kód výsledku v IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F11%3A00215390" target="_blank" >RIV/68407700:21110/11:00215390 - isvavai.cz</a>
Výsledek na webu
<a href="http://www.sciencedirect.com/science/article/pii/S1877705811013397" target="_blank" >http://www.sciencedirect.com/science/article/pii/S1877705811013397</a>
DOI - Digital Object Identifier
<a href="http://dx.doi.org/10.1016/j.proeng.2011.07.262" target="_blank" >10.1016/j.proeng.2011.07.262</a>
Alternativní jazyky
Jazyk výsledku
angličtina
Název v původním jazyce
Problems of masonry strengthening with carbon- and glass fibre fabric
Popis výsledku v původním jazyce
The failure mechanism of masonry columns is characterized by tensile crack appearance due to the effect of transversal tensile stresses, which results in load bearing capacity lower than the ultimate load bearing capacity of masonry. Experimental research of the strengthening of masonry columns with carbon- or glass-fibre fabric showed a prominent effect of FRP on the reduction of characteristic tensile cracks and thus on a significant increase in the load bearing capacity. Experimental research also involves the monitoring of the effect of some secondary factors that may affect the behaviour of strengthened masonry under load and its ultimate strength. They include, among others, perfect adhesion between the masonry and the strengthening fabric, the installation procedure, the volume and practical application of the strengthening fabric on the masonry, the effect of masonry moisture content and the workmanship of anchorage points of the strengthening fabric. The paper presents partial
Název v anglickém jazyce
Problems of masonry strengthening with carbon- and glass fibre fabric
Popis výsledku anglicky
The failure mechanism of masonry columns is characterized by tensile crack appearance due to the effect of transversal tensile stresses, which results in load bearing capacity lower than the ultimate load bearing capacity of masonry. Experimental research of the strengthening of masonry columns with carbon- or glass-fibre fabric showed a prominent effect of FRP on the reduction of characteristic tensile cracks and thus on a significant increase in the load bearing capacity. Experimental research also involves the monitoring of the effect of some secondary factors that may affect the behaviour of strengthened masonry under load and its ultimate strength. They include, among others, perfect adhesion between the masonry and the strengthening fabric, the installation procedure, the volume and practical application of the strengthening fabric on the masonry, the effect of masonry moisture content and the workmanship of anchorage points of the strengthening fabric. The paper presents partial
Klasifikace
Druh
D - Stať ve sborníku
CEP obor
JN - Stavebnictví
OECD FORD obor
—
Návaznosti výsledku
Projekt
—
Návaznosti
Z - Vyzkumny zamer (s odkazem do CEZ)
Ostatní
Rok uplatnění
2011
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
Proceedings of The Twelfth East Asia-Pacific Conference on Structural Engineering and Construction (Easec12)
ISBN
—
ISSN
1877-7058
e-ISSN
—
Počet stran výsledku
8
Strana od-do
2086-2093
Název nakladatele
Elsevier
Místo vydání
Amsterdam
Místo konání akce
Hong Kong
Datum konání akce
26. 1. 2011
Typ akce podle státní příslušnosti
WRD - Celosvětová akce
Kód UT WoS článku
000300368402027