Using of Textile Reinforced Concrete Wrapping for Strengthening of Masonry Columns with Modified Cross - section Shape
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F17%3A00313281" target="_blank" >RIV/68407700:21110/17:00313281 - isvavai.cz</a>
Result on the web
<a href="http://www.sciencedirect.com/science/article/pii/S1877705817320763" target="_blank" >http://www.sciencedirect.com/science/article/pii/S1877705817320763</a>
DOI - Digital Object Identifier
<a href="http://dx.doi.org/10.1016/j.proeng.2017.04.524" target="_blank" >10.1016/j.proeng.2017.04.524</a>
Alternative languages
Result language
angličtina
Original language name
Using of Textile Reinforced Concrete Wrapping for Strengthening of Masonry Columns with Modified Cross - section Shape
Original language description
This contribution deals with the issue of strengthening of brick masonry columns by thin layer of textile reinforced micro-concrete. The original columns of dimensions 290 x 290 x 1040 mm used for the performed experimental program consisted of sixteen layers of ceramic bricks jointed in lime-cement mortar. Used masonry achieved calculated characteristic compressive strength 5.3 MPa that presents commonly used grades of masonry. Textile reinforcement made of alkali resistance glass by Saint-Gobain Company was applied in two layers. The lower layer covered the whole surface of columns the second was added in the form of strips 300 mm wide on the bottom, top and the middle part of the columns. Present solution brought the only slight increasing of the load capacity due to significant concentration of tensile stresses in the corners of column. Additional set of masonry columns was prepared with the modified shape of the cross-section by cutting off approximately 30 mm of the corners. Newly formed polygonal cross-section shape of the columns brought more effective utilization of the reinforcing layers and significant increasing of the structure load capacity.
Czech name
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Czech description
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Classification
Type
D - Article in proceedings
CEP classification
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OECD FORD branch
20101 - Civil engineering
Result continuities
Project
<a href="/en/project/GBP105%2F12%2FG059" target="_blank" >GBP105/12/G059: Cumulative time dependent processes in building materials and structures</a><br>
Continuities
P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)
Others
Publication year
2017
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Data specific for result type
Article name in the collection
Procedia Engineering
ISBN
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ISSN
1877-7058
e-ISSN
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Number of pages
5
Pages from-to
62-66
Publisher name
Elsevier
Place of publication
Kidlington Oxford OX GB
Event location
Brno
Event date
Nov 24, 2016
Type of event by nationality
WRD - Celosvětová akce
UT code for WoS article
000419273400009