Flexural Strength of the Reactive Powder Concrete
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F16%3A00301412" target="_blank" >RIV/68407700:21110/16:00301412 - isvavai.cz</a>
Alternative codes found
RIV/68407700:21720/16:00301412
Result on the web
<a href="http://www.scientific.net/SSP.249.108" target="_blank" >http://www.scientific.net/SSP.249.108</a>
DOI - Digital Object Identifier
<a href="http://dx.doi.org/10.4028/www.scientific.net/SSP.249.108" target="_blank" >10.4028/www.scientific.net/SSP.249.108</a>
Alternative languages
Result language
angličtina
Original language name
Flexural Strength of the Reactive Powder Concrete
Original language description
Reactive powder concrete (RPC) is cement composite which is characterized by an absence of coarse aggregate. That resulted in a greater homogeneity of the mixture and thus also in a higher compressive strength. On the other side, the absence of coarse aggregate and typically a large volume of the paste lead to the deterioration of some of the properties of concrete. This paper deals with the relationship between maximum aggregate size and flexural strength of the reactive powder concrete without dispersed reinforcement. Quartz sand with maximum grain size of 1, 2 and 4 mm was used for the experiments. The flexural strength was measured through the four-point bending test on prisms 100 x 100 x 400 mm. Further, the quartz powder and ground granulated blast furnace slag were used as addition and compared with each other. The results of the experiments showed that the flexural strength grows with decreasing aggregate size. This tendency was observed in mixtures with quartz powder and also with ground granulated blast furnace slag. On the contrary, the compressive strength was independent on aggregate size, but dependent on the type of used addition.
Czech name
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Czech description
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Classification
Type
D - Article in proceedings
CEP classification
JN - Civil engineering
OECD FORD branch
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Result continuities
Project
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Continuities
I - Institucionalni podpora na dlouhodoby koncepcni rozvoj vyzkumne organizace
Others
Publication year
2016
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Data specific for result type
Article name in the collection
Proceedings from 22nd Czech Concrete Day 2015 (print)
ISBN
978-3-03835-675-2
ISSN
1012-0394
e-ISSN
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Number of pages
4
Pages from-to
108-111
Publisher name
Trans Tech Publications Ltd.
Place of publication
Pfaffikon
Event location
Litomyšl
Event date
Nov 25, 2015
Type of event by nationality
WRD - Celosvětová akce
UT code for WoS article
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