High strain rate behaviour of fiber reinforced concrete

Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F26232511%3A_____%2F18%3AN0000096" target="_blank" >RIV/26232511:_____/18:N0000096 - isvavai.cz</a>
Result on the web
<a href="http://dx.doi.org/10.1051/epjconf/201818302012" target="_blank" >http://dx.doi.org/10.1051/epjconf/201818302012</a>
DOI - Digital Object Identifier
<a href="http://dx.doi.org/10.1051/epjconf/201818302012" target="_blank" >10.1051/epjconf/201818302012</a>

Result language
angličtina
Original language name
High strain rate behaviour of fiber reinforced concrete
Original language description
The results of dynamic compression and tensile-splitting tests of concrete reinforced by randomly distributed short non – metallic fibres are presented. A Split Hopkinson Pressure Bar combined with a high-speed photographic system, was used to conduct dynamic Brazilian tests. Quasi static test show that the reinforcement of concrete by the non-metallic fibres leads to the improvement of mechanical properties at quasi static loading. This phenomenon was not observed at the high strain rate loading .Some explanation of this result is briefly outlined.
Czech name
—
Czech description
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Type
J<sub>SC</sub> - Article in a specialist periodical, which is included in the SCOPUS database
CEP classification
—
OECD FORD branch
20500 - Materials engineering

Project
<a href="/en/project/TE02000162" target="_blank" >TE02000162: Centre of advanced materials and technologies for protection and safety enhancement</a><br>
Continuities
P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)

Publication year
2018
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

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