Problems of Masonry Strengthening with Carbon- and Glass-Fibre Fabric

Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F11%3A00180947" target="_blank" >RIV/68407700:21110/11:00180947 - isvavai.cz</a>
Result on the web
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DOI - Digital Object Identifier
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Result language
angličtina
Original language name
Problems of Masonry Strengthening with Carbon- and Glass-Fibre Fabric
Original language description
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.
Czech name
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Czech description
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Publication year
2011
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Article name in the collection
The Twelfth East Asia-Pacific Conference on Structural Engineering and Construction
ISBN
978-962-442-337-2
ISSN
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e-ISSN
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Number of pages
2
Pages from-to
592-593
Publisher name
Department of Building and Construction, City University of Hong Kong
Place of publication
Hong Kong
Event location
Hong Kong
Event date
Jan 26, 2011
Type of event by nationality
WRD - Celosvětová akce
UT code for WoS article
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