Heat effect on tensile properties of textile reinforced concrete

Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F18%3A00323961" target="_blank" >RIV/68407700:21110/18:00323961 - 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
Heat effect on tensile properties of textile reinforced concrete
Original language description
Experimental tests of tensile properties of textile reinforced concrete have been performed in this paper. Textile reinforced concrete (TRC) is used currently for the production of thin-walled structures, which life- and service-time are significantly affected by the presence of crack induced by the action of the environment. TRC is relatively new composite material based on textile reinforcement and high performance matrix. The most of research works was focused on the description of failure mechanism, mechanical and durability properties of used materials, however the influence of increased temperatures has not been thoroughly studied yet. Increased temperatures could occur on the surface of real structures. Dog-bone shaped specimens were heated to 40, 60 and 80°C and consequently tested in direct tension tests. Glass textile fabric have been used as a reinforcement of high performance concrete matrix. No visual defect was apparent on specimens and the concrete matrix properties decreased more significantly than properties of textile reinforcement.
Czech name
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Czech description
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Publication year
2018
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Article name in the collection
EAN 2018 56th conference on experimental stress analysis, Conference Proceedings
ISBN
978-80-270-4062-9
ISSN
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e-ISSN
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Number of pages
5
Pages from-to
245-249
Publisher name
Česká společnost pro mechaniku
Place of publication
Praha
Event location
Harrachov
Event date
Jun 5, 2018
Type of event by nationality
WRD - Celosvětová akce
UT code for WoS article
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