Bending Tests of Fibre Reinforced Concrete, Influence of Different Arrangement for Investigation of Tensile Properties
Identifikátory výsledku
Kód výsledku v IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F14%3A00218667" target="_blank" >RIV/68407700:21110/14:00218667 - isvavai.cz</a>
Výsledek na webu
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DOI - Digital Object Identifier
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Alternativní jazyky
Jazyk výsledku
angličtina
Název v původním jazyce
Bending Tests of Fibre Reinforced Concrete, Influence of Different Arrangement for Investigation of Tensile Properties
Popis výsledku v původním jazyce
The paper deals with differences in the arrangement of the bending tests of concrete and fibre reinforced concrete. It has an impact on the final evaluation of the strength and deformation characteristics of the material. Different size of specimens is used at the three-point a four-point bending test. Localization of crack and recorded parameters vary. Loading rate, control method of the loading and methodology of tests evaluation are also very important. At the beginning of the paper differences in standards recommendations are described and analysed and their results are compared at the experimental research.
Název v anglickém jazyce
Bending Tests of Fibre Reinforced Concrete, Influence of Different Arrangement for Investigation of Tensile Properties
Popis výsledku anglicky
The paper deals with differences in the arrangement of the bending tests of concrete and fibre reinforced concrete. It has an impact on the final evaluation of the strength and deformation characteristics of the material. Different size of specimens is used at the three-point a four-point bending test. Localization of crack and recorded parameters vary. Loading rate, control method of the loading and methodology of tests evaluation are also very important. At the beginning of the paper differences in standards recommendations are described and analysed and their results are compared at the experimental research.
Klasifikace
Druh
O - Ostatní výsledky
CEP obor
JI - Kompositní materiály
OECD FORD obor
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Návaznosti výsledku
Projekt
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Návaznosti
S - Specificky vyzkum na vysokych skolach
Ostatní
Rok uplatnění
2014
Kód důvěrnosti údajů
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů