Bending Tests of Fibre Reinforced Concrete, Influence of Different Arrangement for Investigation of Tensile Properties
The result's identifiers
Result code in 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>
Result on the web
—
DOI - Digital Object Identifier
—
Alternative languages
Result language
angličtina
Original language name
Bending Tests of Fibre Reinforced Concrete, Influence of Different Arrangement for Investigation of Tensile Properties
Original language description
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.
Czech name
—
Czech description
—
Classification
Type
O - Miscellaneous
CEP classification
JI - Composite materials
OECD FORD branch
—
Result continuities
Project
—
Continuities
S - Specificky vyzkum na vysokych skolach
Others
Publication year
2014
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů