Experimental tests of fiber-reinforced concrete slabs and comparison of deformations using 3D graphs
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F61989100%3A27120%2F21%3A10248623" target="_blank" >RIV/61989100:27120/21:10248623 - isvavai.cz</a>
Result on the web
<a href="https://www.sciendo.com/de/article/10.2478/cee-2021-0011" target="_blank" >https://www.sciendo.com/de/article/10.2478/cee-2021-0011</a>
DOI - Digital Object Identifier
<a href="http://dx.doi.org/10.2478/cee-2021-0011" target="_blank" >10.2478/cee-2021-0011</a>
Alternative languages
Result language
angličtina
Original language name
Experimental tests of fiber-reinforced concrete slabs and comparison of deformations using 3D graphs
Original language description
The presented article deals with experimental testing of fiber-reinforced concrete slabs using a specialized testing device, the so-called Stand. The experimental testing involved a total of three slabs with different fiber dosing. Dosing was chosen of 25, 50, and 75 kg/m3. In the case of fiber dosing of 75 kg/m3, the concrete recipe was changed with regard of fiber dosing. The test equipment allows vertical loading of the elements and, together with the installed track sensors and computer technology, records the vertical deformations. The deformation of the slabs was evaluated using 2D deformation sections in the slabs of mounted sensors and using 3D deformation sections with the use of interpolation of intermediate values. The article is supplemented by a test evaluation of the mechanical properties. These were concrete compressive strength, modulus of elasticity, and tensile strength. The mechanical properties were also tested and evaluated for plain concrete (dosage 0 kg/m3). By evaluating the mechanical properties and deformations, it is possible to observe differences in the behavior of fiber-reinforced concrete elements for different degrees of fiber reinforcement. The article evaluates the positive effect of fibers on the load capacity and the deformations of slabs. (C) 2021 Sciendo. All rights reserved.
Czech name
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Czech description
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Classification
Type
J<sub>SC</sub> - Article in a specialist periodical, which is included in the SCOPUS database
CEP classification
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OECD FORD branch
20101 - Civil engineering
Result continuities
Project
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Continuities
S - Specificky vyzkum na vysokych skolach
Others
Publication year
2021
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Data specific for result type
Name of the periodical
Civil and Environmental Engineering
ISSN
1336-5835
e-ISSN
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Volume of the periodical
17
Issue of the periodical within the volume
1
Country of publishing house
PL - POLAND
Number of pages
11
Pages from-to
96-106
UT code for WoS article
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EID of the result in the Scopus database
2-s2.0-85106596210