Stress State Analysis And Identification Of Load-Bearing Capacity Of Brick Masonry Columns Without And With Initial Cracks Reinforced With Composites Based On High-Strength Fabrics Loaded By Concentric Compression
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F14%3A00220371" target="_blank" >RIV/68407700:21110/14:00220371 - isvavai.cz</a>
Result on the web
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DOI - Digital Object Identifier
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Alternative languages
Result language
angličtina
Original language name
Stress State Analysis And Identification Of Load-Bearing Capacity Of Brick Masonry Columns Without And With Initial Cracks Reinforced With Composites Based On High-Strength Fabrics Loaded By Concentric Compression
Original language description
The experimental research completed to-date (NAKI DF12P01OVV037, 2012-2015) has manifested that the efficiency of the reinforcement of masonry columns by wrapping in ?non-prestressed? fabrics of high-strength fabrics depends on the mechanism applied in the masonry failure process due to loading in concentric compression and on the deformation (strain) characteristics of the masonry. In the case of masonry loaded by compression, the failure mechanism characterised by the appearance and development of tensile cracks passing in the direction of compressive trajectories, accompanied by a progressive growth in horizontal deformations, may be assumed (Witzany et al., 2011). By its tensile strength, the fabric (composite) prevents the development of horizontal deformations sx and vertical tensile cracks thus contributing to the increase in the load-bearing capacity in compression. The fabric is activated by the forced deformation effect caused by transverse (horizontal) deformations of compre
Czech name
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Czech description
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Classification
Type
D - Article in proceedings
CEP classification
JN - Civil engineering
OECD FORD branch
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Result continuities
Project
<a href="/en/project/DF12P01OVV037" target="_blank" >DF12P01OVV037: Progressive non-invasive methods of stabilization, conservation and strengthening of historical structures and their parts with fibre- and nanofibre-based composite materials</a><br>
Continuities
P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)
Others
Publication year
2014
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Data specific for result type
Article name in the collection
Structural Faults and Repair - 2014
ISBN
0-947644-75-X
ISSN
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e-ISSN
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Number of pages
10
Pages from-to
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Publisher name
Engineering Technics Press Edinburgh
Place of publication
Edinburgh
Event location
London
Event date
Jul 8, 2014
Type of event by nationality
WRD - Celosvětová akce
UT code for WoS article
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