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Detail publikačního výsledku
KOCÁB, D.; POSPÍCHAL, O.; ADÁMEK, J.; KUCHARCZYKOVÁ, B.; CIKRLE, P.
Originální název
Influence of Air-entrainment on Modulus of Elasticity of Concrete for Bridge Constructions
Anglický název
Druh
Stať ve sborníku v databázi WoS či Scopus
Originální abstrakt
This paper deals with ascertaining modulus of elasticity of air-entrained and non-air-entrained concrete. The used types of concrete are designed for bridge constructions. Later on, homogeneity of these two types was detected in dependence on the height of test specimens. Standard cylindrical specimens and bigger concrete blocks were used for the measurements. From these blocks test specimens were extracted by core-drilling and these were non-destructive tested. The results of the air-entrained concrete were compared with the measured results of the non-air-entrained concrete. In terms of methodology of testing, both standardized non-destructive methods were used for ascertainment of modulus of elasticity of concrete.
Anglický abstrakt
Klíčová slova
Dynamic modulus of elasticity, concrete, air-entrained concrete, ultrasonic impulse method, resonance method
Klíčová slova v angličtině
Autoři
Rok RIV
2011
Vydáno
01.12.2010
Nakladatel
CERM
Místo
Brno
ISBN
978-80-7204-723-9
Kniha
Non-Destructive Testing in Engineering Practice
Strany od
121
Strany do
130
Strany počet
10
BibTex
@inproceedings{BUT36425, author="Dalibor {Kocáb} and Ondřej {Pospíchal} and Jiří {Adámek} and Barbara {Kucharczyková} and Petr {Cikrle}", title="Influence of Air-entrainment on Modulus of Elasticity of Concrete for Bridge Constructions", booktitle="Non-Destructive Testing in Engineering Practice", year="2010", number="1", pages="121--130", publisher="CERM", address="Brno", isbn="978-80-7204-723-9" }