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  • 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 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. (en)
Title
  • Problems of Masonry Strengthening with Carbon- and Glass-Fibre Fabric
  • Problems of Masonry Strengthening with Carbon- and Glass-Fibre Fabric (en)
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  • Problems of Masonry Strengthening with Carbon- and Glass-Fibre Fabric
  • Problems of Masonry Strengthening with Carbon- and Glass-Fibre Fabric (en)
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  • RIV/68407700:21110/11:00180947!RIV12-MSM-21110___
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  • Z(MSM6840770001)
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  • 224030
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  • RIV/68407700:21110/11:00180947
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  • Masonry; Strengthening; Repairs; Experiment; FRP (en)
http://linked.open.../riv/klicoveSlovo
http://linked.open...ontrolniKodProRIV
  • [25F5E70F79BF]
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  • Hong Kong
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  • Hong Kong
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  • The Twelfth East Asia-Pacific Conference on Structural Engineering and Construction
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  • Witzany, Jiří
  • Zigler, Radek
  • Čejka, Tomáš
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http://linked.open.../riv/zahajeniAkce
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number of pages
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  • Department of Building and Construction, City University of Hong Kong
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  • 978-962-442-337-2
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  • 21110
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